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PRESTON, CHARLES R TRUSTEE & 13 \ T MARTIN MARIETTA
~ q PRESTON, CAROL H. TRUSTEE MATERIALS INC ~ oR
s~ ek NUM9ER DIRECTION DISTANCE
\ DNS ~ ~
a l24 S 23 26'33" E 154.45' «ewa .
a ~ / X44 ~~4 r o L25 S 23"26'33" E 239.76'
j L26 S 28'09'46" E 400.24'
~ ~ L27 S 28'09'46 ' E t 14.97 1.28 S 24'42'46 ' w 544.47' ~
~ ~ ' / L29 N 65'44 28 ' W 101.39'
I L30 N 67'03`1A" W 100,37'
% ~ L31 N 67' 30 w 290.67'
~ ~ lOfl 0 100 P00 300 l32 N 6 725.' W 86.14'
1 I ~ 1.33 N 6!!"b5 37 w tOR82 1.34 N 69'20`45 w 103.82'
I ~ l35 N 70'56 S2 w 56.66'
~ ~ \ 1 > ~ 9 N 09'5332' E 1!18.29' ca e
a / / ~ ~ / l40 S 70'3t 40 ` E 35.5t
r i / ~ / \ t,41 N 09'53 32" E 153.93'
r' l42 N 09` '32 ' E 335.43' X43 N 09'53 31 " E 95.92'
/ ~ L44 S 71'48`44" E 449.78'
/ ~ / / / /
~ / / HICK ~ ' ORY METR / / ~ ~
CONV 0 / % 1 ~ / - ENT(ON C / / ~~R E~. 0 F ~ E STE C
ENTER / / ~ / ~ r BONE OVERLAY
I \ }
/
1 / ~ / \ / i / ~
i / j I / ~ ~ UNORIA R COULTER /
PiN: 371 -t9-60- 92 ~ PIN: 12-19-7 0347 j ~ f/~ / DEED: 10-795 DEE .907-17 ' PIN: 37 -20-70 577 i ~
/ TAX t68tt -57 / T MAP: 1 -i-58D ~ DEED' 027-11 ~ 1 / 2 a 'a
~ ! / T AP: 168 -1-59 HICKORY-CONOVER TOURtSM ~ DEVELOPMENT AUTH ~ I f
ORtTY ~ ~ / i i
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/ /
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~ / 19tH 5TREET DRNE SE i ~ PfN: 371 20-70- 9
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SUPER K LIMITED
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SOPP5 INVESTMENTS i
/ i MCD ALD R D
/ P PERTIE , lLC
PIN: 371 as-a~- 4
' DEED' 36-798
_ CharlPS H, I~ vii ,h PIN: 3?12-19-60-1530 t)t~D 475-85 TAX MAP: 90H-6-23 H, I~VL~, ~I;1:
PIN: 3712-19_60yi371 ~ DEED tt2'3~-332 - _ TAX MAP: 90H-6-23A ~r PIN: 3712-t9 60 5792 DEl`D 399 1~J1210 795 TAX MAP: 1~8H-1-57 ~
PIN: 3712--t9-70-0347 -DEED 407-179/1313-12s -TAX MAP: id9F1~1-58D
~ ~OUTN 40 PROPERTIES
vei i cv rnoNCOc
•~M.V4~ VVI71\0.flJ
SHT, wwE MIddECT.
Atlxnk Plan ECorp.
wX: a-a-oo P.O. BOX 1891
HICKORY, N. C. 28603 LOCAIN"I'MAN
PflONF,: (M) 327-2621 FAX, OW 327-093I e-mail atiplano ,w 3i1 8t t2mcvnninc.evm
"v, no

NUMBER DIRECTION DISTANCE

~ ` L23 S 24'28'51" E 30.88' ~ e' ~ a' z4' ~ a' ~ a' i
EXISTING , • L24 S 23'26'33" E 154.45'
~ I~ \ SWALE s' L25 S 23'26'33" E 239.76' _ L26 S 28'09'46" E 400.24'
~ . ~ ~
;a ~3PH ; \ ~ ~ e~ L27 S 28'09'46" E 114.97'
f0 J ~ C ~ ~ ~ L28 S 24 42 46 W 544.47' ti ~ a' ,
80 160 240 \ R S TAP g~- ~ Mp 80 0 f f ~ IN CMp X54 XTf ~ 9 \ ~ i_~~ _ _ . L29 N 65 44 28 W 101,39 /~4 -
~ NS~O ~ S3; , t N Sp ~ L30 N 6703'28" W 100,37' a~
, - _ L31 N 6708'30" W 290,67'
, 6..~' 1 = ~ C a e ~roP x,98 L32 N 6722'82" W 86.24'
`1 h~ I TI 'vim _ INV 948.98'x.._ 96 .;k EX S NG , a~ TOP 95- 85 ~ 65 ,5 @pX L33 N 68'05'37" W 100.62' 9 CUB
~ 4 T V fRr L34 N 69 20 45 W 103.82
INV 946.90 1 l~• ~ i i Op 4 War of y NP. PARKING DETAIL L35 N 70'58'52" W 56.66'
1 A i ~ ~ , S , ~ yFq SFw N.T.S. ~ ~Wq fR L39 N 09'53'32 E 168.29
USE SAME TYPE I ~ ~ ` t << ~~Nf 2 g49 L40 S 70'31'40" E 35,51'
INLET GRATE AS ~ ~ ENV , 9S2 L41 N 09'53'32 E 153.83
IN N T EXISTING CATCH BAS ~ r T BUILDINGLOCATIO~ SAS DLAYOU I ' ~ USE SAME S ZE ~ INV 9 . 4 L42 N 09'53'32" f 335.43'
ARE PRELIMINARY" PIPE As ExISnNG 1 - , L43 N 09'53'31" E 95.92'
N11953.5 ---~-s L44 S 71 4644 E 449.78
EXITING FIRE ~ ~ HYDRANT
1 ~ ; ~ I ~----9~y~, PIPE RIPE 7.30 ~
~ , N0. SIZE
LEGEND ~ I, ~ ~ 1<
l - • • • ~ ~ - ~ ~
PROPOSED CONSTRUCTION LIMITS ~ _ ~ ~ ~ ~ Wq M
~ 1 _S 'qC R PROPOSED SILT FENCE l ~ ~ ~ (~N ~ PLUG ~ ~
~a~A ~ F (~N T P 95.5 ~ ~ F F 0 9
I IPAT R - 91P ae ~ PROPOSED RIP-RAP D SS 0 ~ _ ~RL+YC _ I 9.5 G 8p NV 96
I ~h~ ( i ~ H TEMPORARY TURN AR D \ ` I 4
PROPOSED SLOPE DRAIN h ~ ( R t, _ F~ ~ . 1 J 4
PROPO GRAD UNE 1 = ~ •9 SED E ~ ~ S •9,~ / ~ ~ K 4
NICK , 1 _ ,0 ~ ORYM ~ _ ~ ,R,q ~ ETR 1 , ~ I ~ }pp L ~ ~
PROPOSED DIVERSION SWALE CQ ~ ~ ! ; I I i - ~ `Y a NVENTI ~ ~ ON C 1 r i; I M 18
ENTER PROPOSED CATCH BASIN /JUNCTION BOX ~ I, ~ ~ ~ ~
i! i - TOP TOP 2 ~ ~ ~ PIPE BY INTER5TATE EXTEND 8' DIA CMP ~
s ~ x~ s PROPOSED DRAINAGE PIPE i? I ~ ( : IN 1 r ~ ~ a~ ~ ~ ~ IN 1 .3 s ~ ~ ~
- - - - PROPOSED SANITARY SEWER ~ if ,C ~ ~ ~ ~0 I _ ~ _ i S~ BOX BOX I N0. IZ
E li ~ 1 ~ - ~ ~ ~ - f~
PROPOSED WATER LINE I i I ~ . 1 _ i „Fr 4._ , I
~ _ 1 - EXISTING SANITARY SEWER ' - - ~ ~ gg ~
- - ~ ~ ` TOP 99 ~h _ ~ / ~ ~ 4X \ ~ ~ 9 ~ i
EXISTING CATCH BASIN / ~ ~ ! ~ ~ ~ ~ ' ~ ~ HICKORY-CONOVER T ~ ` ~ ~ ~ ~ 6
4URISM ~ ~ ( I - - - - - EXISTING DRAINAGE PIPE DEVELOPMENT AUTHORITY ` ~ t' ; ' - ~ ~
t? - - - - - EXISTING WATER LINE ~ AUNDRIA R. COULTER 7 x6
(qQ _ J a EXISTING TOPOGRAPHIC CONTOUR ~ ~ ~ 1 ~ ~ 1 ~ , , ' ~ I
i . , ` 9 4x5 ~ 1 ~ \ 1 4x5
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DEVELOPMENT AUTHORITY I ~ w _ ~ < ~ ~ _1 ~ ~ G - ~ ~
~ ~ ~ ~ ~ 1 ~23:~4 ~ 1 ~ - _ ~~01.1.59 _ - fib. _ !
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BEING ALL OF DEED 379-180, DEED 907 179, ~ ~ U J DEED 1125-332, DEED i210-795, AND THE RE- V •a Rri w - - ~ I . ~ ~ S
MAINDER OF DEED 475-86, AS WELL AS LOT 1, t~ 4
- 4 RIBED IN DEED 1313-128 ~ ~ PLAT 18 10 DESC 4 ~ FR ( r S F ~ I Charles t'is
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PIN: 3712-19-60 1371 GEED 1 25 332 J -1 1210-795 -TAX MAP: ideH-1-57 0 ~ PIN: 3712-19-60-5792 -DEED 379 80/ ~
P 71 -19-70-0347 -DEED 907-179 1313-128 -TAX Mr~P: 1~8H-1-S80 IN 3 2 /
NS: 12-26-99. 1-17-00, 1-21-00, 1-26-00, 2-1_00. 2-9-00 1 Atlan& Plan Engimering Corp.
rn• "W` ~D G RADING PLAN FRESH FOODS, INC. 1
DATE: 12-13-99 P.O. PRAI. aox 1691
N/GfORY, N. C. 28603 DiNG- NO., PHONE: [phone] FAX-[phone] e-mail atlp
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5 y ~ 4.
~ "`t" T ~q ~ ` i ~ M
/y' ~ i ~ ~
~
~ ~ ~ ~ ~
LEGEND u
M _ ~
pRDr~a ~ turns
26.734 ~ ACRES TOTAL PRpPdSED SA.T ffMICE 1
ZONED C-4 . ~ ~
~aoPOSm R~-RAf o+t~toR ~ Q
o gr,ppE D~ryyµ ~IrG All OF DEftp 3T9-trl0, 907-179, DEm 1.125-332, OIEED t?t8- AN0 ~ R~- \ ~ ,
FROPOSft) GRADE UNE MAtNO~R 0f ~ 47S-t4. AS A$ LOT 1 ~
PLAT t5-IA4 9! 43tJ-tfs PROPOSfO ONEItSdON ~IW.E _
[~rrp aROrosm c~ra+ a+~a+ / ,a~wcttoN ~rnc
1 1 ~
sss vRDP~SED ORAM~MiCE PME PIN: 3712-19-80-t - #75-#i - TAi( MAP: 90H-6-2J PIN: 37y2-t4-Q6.1 1 - 112.3,lit - TAlf t~AP: 90M-6-23A 1
- - - ~ ° ~"u''' s~ PM1: 371'1-t9-bt}- 379-t~/12tQR795 - TAX WP: t68H-1-57 1 t;l~ ` { ~ ,t~~ v~ , u
PIN: 3712-t9~7 - af7-1111 1313~t28 -TAX MAP: t68H-i-5d0 ~+o~osEO w?ra tr~c ~ ~ ~b9tp.~; ~
- pAlTING 8AwfNfr SEwdt r ~ ~
~'i
o- oe~c aaai «ar C
- - - - c>aaMe me ` er%r t fir, o o
- - - - oast~o r~ uE s,, ~,'w si. ,
- ~asn~ trroawr~~c canalA air! ra
`*AD"` : •"W 2 06-47-°° At~tadc n; Corp. by: cow. _ s'4 P.O.` BOX 1691
CSTPPI,E CMEH INVES"F~1~IEN1'S, I.tAC { PHASE 1 CONWWIUC"I~ON
fIK'KORY, N.G G0.?
PHONE (828).Mi'i?l FAX (82'327-093! rrrwila4~rNcor V aOfMNconninc.com
{

'
. NIR OtRfC110N DISTANCE PIPE PIPE
EXISTIi'1G _ 9 {
5WALE 1~1 ~ 1.24 S 23'2b'33° E 154.45'
C25 S 23'26'33" E 239.76' 4
j~• rA. ~ ~ ~ . , 26'09'48" E 400.24' ~ l26 5
L27 S 26'09 46' E t t4.97' > ~ ~ S 4'42'48" W 544.47'
`a.: ~ ~ L28 2 .3' 6 ' L29 N 85 44 28 W 101 9
7o L.fT. s txA L30 N 8T03'28' W 100.37' ! 48
so ~.FT. ~PATdR ~ k ~1 M ar46 30" W 290.87'
SDP 561,8$.- ~ r Rr L32 N 6T22 52" W 86.24'
EXISTING ~ _ _ > / ~k 8.2 DIA. C1W ~ ~ Q l33 N 68"05'37 W 100.62 1 l34 N 89'24'45 W 103.82'
l~ 4 l ,.y ~ ' W ..,~I~~.. L35 N 70'56 52 56.86
. n ~ C,M ~s~ . INLET GRATE AS 'aY 9S L39 N 09'53'32" E i .29'
E%IStiNG CATCH B~AS'INI t ?~~4 - L40 S 74'31'40" E ".51'
11SIr SM+iE SQE PIPE AS EXtSTiNG~ - _ _ _ - l41 N 09'53'32' E 153,$3'
- - _ _ ` U N 09`53 32' E 3.43' 2 N 0'9'53'31 ' E 95.Q
~ - !44 S 71`48 44 E 449.78
_ y , - _ t WATER \
~ Y \ ~ _ ~ PLUG/BLOW OFD _ ~ ~ ~ ( '
- ~ i ~ - ~ , ~
TOP 955.5
' I ~ ,t 9g0 f.H: i87:5 ~ a ) ~ ( ~
!I + I
~ 1. I ! 1, ~ i~ ~ ~~~~'v
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~~'RO i ' ~ _ ~ - coNVF~r~ > > ~ ~
~ oENr , ~ . , , ~ j TOP 1007. ~
~ ~ ~ INV 1002.3
l ~ ~ ~ ~ ;
~ - ~ - ~ - 1._ ~ A , - f ) J , ~ r - ~ _ ~PRIA R. OULTER
1 / ~ ~ s
_ i~ _ / ~ ~ ~ ~ . Tt~P 996:35 . ~ ~ ~ t . ~ , a
~ ' r . 9~}. A ~ ~ i ~ ~ - I vj t , c
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PROPOStro ua~S
26.734 ACRES TOTAL PROPOSED SItT FENCE
ZONED C-4 ~
: ~r PROPOSED idP-RAP DISSIPATOR ,
PROPOSED SLOPE p~ 9EING ALL 4F DEED 379-180, DEED 907-179, DEED t t 25-332, DEED t 210-795, Ate THE RE-
pROpO~p MAiNDER OF DEED 475-86, AS WEIL AS LOT 1,
PLAT 18-104 DESCRI8E0 iN DEED 1313-128 PROP05EO ~ ~ ~
! ~ ~
0~{i PROPOSED c~ATCrI eAStt+ / ~uNCnoN eolc ~ ' 1~~~1$J9tr,e.~
~ P ~ O PIPE PiN: 3712- t 9-60- t 530 -DEED 475-66 -TAX MAP: 90H-6-23 ROPO PIN: 3712-i9-60-1371 -DEED 1125-332 -TAX MAP: SON-6-23A
- - © PROPOSED SANITAR'! SEMER PIN: 3712-19-60-5792 -DEED 379-1~/t214-795 -TAX MAP: 168H-t-57 :t, "Y +t 'Py~
PIN: 3712-19-70-0347 -DEED 907-179/1313-128 -TAX MAP: t68H-t-580 -ai ni- PROPOSED MtATER UNE
Q'~ EXLSTING SAI~TARY SEMER `°r. . ~r
t * ~ .a
-Q ExRSt~G CATCH 8ASt1+
- - - EXiSTNJG ORSAmY~GE PIPE
- - - ExtSTNIG "NAt'CR lN1E ky ,f,~t(.~ ;9~E 44 tt~
EXISTPIG TOPOGRA~P?MC CONTOUR
S"T. N" PROJECT
F f:- CHD REVMM: PHASE , «RADM 06-07-00 ^+OM 2 GkkDNG 06-07_00 Atlantic FIAe Engineering Corp.
OM: 8- 1 -00 PRWI W. P.O. BOX 1691 HICKORY, N. C. 28603 PHASE 2 CONSTRUCTION CRIOPpUE CREEK UWEs LLC
PHONE.• [phone] FAX. [phone] retail at/plan0 pail at/plaMcronninc.com

NUl DlREC1`cON dMS E 4' 1" aft.
L23 S 2 S E
EXISTING 4 '3 ' 154.45' L2 S 23 ?6 3 E ' ~
StMALE l25 S 23 ~fi 33 ~ 239. f~
' 4" E ~ 400. 4' ` t}fSTURBEp ACRF.~GE ~ 26.49 A0. L~6 5 ~8 t~9 6 Z
A 7 8'fl9 ,4 " 114.97' T~ERe Is Ntt OFF SITE BoRROw aR wASr~ arms, t.2 ~ 2 ~
~ ~ ~ ~ ~8 Cep 1.~8 ~ 24 42 4d W 544;4t`
80 0 80 180 240 ~ F. ~ L29 M 65'44'28" N( 141.39'
4p > ~ , L30 N 6.7'03 28 W fl0.37
f, L31 N 67'0$ 3(t W 2gfl;6 } ~ .
1 c a e r.3z N 6r2z 52 ~6.~4
SIl,r F ii r ak L33 N 68 05 37 W 1 t~J:62
au ~Nc EXISTING _ RtNG ~ AC s.2 DIA. CHIP _p!~ °NC r J t fRT 1.34 N 69 Zd 45 W 103,82
~ c ~ iNSr ~ r , _ c INV 946.90 1 - A~~Ar! A p . 4 ~ L35 N 705$ W 56.66
J~,~. ~ ~ h g ~ ~Yf ~ ~ ~ L39 N 09 53 ~ 1
i t , _ c i ~ -N - USE SAME TYPE 2 1 ~ - ~ ( wf ? 4 140 ~ 10'31'40'y E ? 1"
A ~ N INLET GRATE S , ~ _ V 9 jN GAlA ~ g
EXISTING CATCH BASIN / I, a _ - 94
USE SAME SIZE iwDl PIPE AS EX{STING'_ ~ ~ l l - 42 ~ 09"53 32' E 335.43' _ ~D1GI~EVT, TRAP .5 ' 1 95. 2'
t - __----1 1.43 N Ofl ~ 3 E 9 SASE-~t~
- ~ ~ l44 $ 71'46'44" E 449.78' INC - ,
g~ 1PE
CONSTRUCTION - , ~ SEt~k1E~`(' BASIN ;IN ~ M11 .
GEG£ND ENTRANCE I - _ - ~
. SL r OU G M J` NG . , ~ ~
s--- PROP CONSTRUCTION LtAIiTS I (TYPICAL) ~ ; w~xt OSED ~`J
I 1 _ `
PROPOSED SILT FENCE , 4 \ F
a~ PROPOSED RtP-RAP D4SSIPATOR ~ ~ G
T~4PORARY ROCK ' ~ ~ ~
- - PROPOSED SLOPE DRAIN FILTER ~ E i) 1
i I ~ RING AlVO GR BEING PROPOSED GRADE I.IkE
Hle,~o RY ' ; MEr~ I ~ . ~ ~ ~ , . 4 ~ -_----~00
N SWALE 0 PROPOSED DtvERSw CpAfy ENTIQ ~ - _ ~ ~ ~ ~ ~ ` - 4
~ C I i ENr~ ~ PROPOSED CATCH BASIN JUkCT10ht BOX R ' c~a i r ~ I
i ~ f ~ ~ ~ , _ ~ PIPE BY INTERSTATE EXTENt3 8 U1A Cl~'
a st at: PROP05ED DRAINAGE PIPE 1 1 ~ ~ ~
- - - - PROPOSED SANITAf~' SEM~ER ~ t ` ~ ~ ' ~ 1 N TRU TI01V COS C ~ ~ rM1TS BOX SOX L
I -
u~-- PROPOSED WATER LINE I ~ ~ ,I r.:,., ; ,
I _ _ _ ~ EXISTING SANITARY SEI+YER _
% , i ; , I ~ i • ,
EXISTING CATCH BASIN r HICKORY-eONOVirR TOUR~t~ 61 ~
I EXISTING DRUkAGE PIPE DEVELOPMENT A
UTHORItY a - - - - - XI TI WATER INE I AU RIA, R. COULTER ~
ESNG L ~ 1 I . _ -
EXISTING TOPOGRAPHIC CONTOUR ~ - / ~ ~ i ; I i 4
~ ~ PROPOSED CLEARMIG LIMIT _ / ~ ~ I _ _ - . . j : F i I I ® ~ ~ ~ I 1,
i ~ 11
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W DEVELOPI4fNT A ` _ _ \ I , ~ , W UTHORRY ~ i \ ~ _ ~ ~ ~ ~ < ~ . ~ t ~ a~
1 ~ ~ t- •
I ~ ~ E , ' , . , 1 ~ i _
j , I - _ 4 ' rap - - - - , t i----- - _
COCK ~ ~ _ _ _ _ ~ , ! ~ ~ ~ ~ -
F ~ ~ , , tp3~ RBR~CS 1 ~ s ' ~ ~ ~ s.
~ I I • ~ 1> ~
85$` I ~ ` ~
I _ a ~ ~
0 Co,
~ ~
I - t ~ i \ \
~ ~ 1 STH AVENUE P \ 1\ -
LAGE S~ _ ~R ~ 0 / 4 I ` \
~Y TOP 1 ,54 - ~ ~ ~ \ ~ _ ~ ~ ~
'~4 ' S \ ~
i
~ ~ / coNSTRUCrION 1 ~ ~ ~ ~ ~
ENTRANCE ~ ~ I _ _ _ 1 ~ ~ ~ ~ ~
T _ 1 \ ~ ,
' 1 ~ ~ / - _ _ LMIG ~ CONSTRUCTION ~L~1' ~ I t , .
~ f ar-. . / fy _ i
~L4C ~ 0 OQf r R ~ ! ~
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T TAL AR .7 4 C 6 2 ~ ~ ~ .J ~ ~ /
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I I I C~ ~ ~t4
-179 ~ 1 ~ a BEING All OF DEED 379-180, DEED 907 ~ ~ U I I ~Rr s _ _ ~R
DEED 1125-332, DEED 121 b-795, ARID THE RE- U ~S ti ~
MAINDER OF DEED 475-86, AS iNELI AS LOt 1, ~ O P T 18-1 4 D SCRIB IN DEED 1313-128 ~ LA 0 E ED ~ ~ ~ ~s
~ ~ S r ~ ¢
. '~R I r V i f
1 0 I 4 w N I p ~ rf ~t~N~ r~ ~ a`3
PIN: 3712-19-60-1530 -DEED 175-86 TAX WM': !~H i»23 ~ 'N ~4~{ ~l40t'~tt
TAX - 91~-6-~23A • 1 4' ~ PIN: 3712-19-60-1371 DEED 1125-332 - MI~P: J O q
PIN: 3712-19-60-5792 -DEED 319-180 1210-795 -TAX MAP: ~-57 , Q~ ` ~
PIN: 3712-19-7d-0347 - DEED 907-179/1313-128 - tAX 41~i-1-58Q
12-28-", 1-17-0011-21-00, 1-2= 2-1-0R 2-9-4)0, 2-10-" SH' NAME P*Wff FLESH FOOD, INC.
AL REVIS10N 3 NOW CONTROL 05-05-00 PO. BOX 1691 1 -1
HXKORY, N.C. 2 EROSION COMMOUMAN Ica UUPPt,e CWXK wvESrnE,vrs LL C
PHONE. (828), 27-&621 FAX NAV 327-0931 e-mail nj m*lpek-onnrnc.crom HICKORY, NORTHCAROL17VA

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t<
CONSTRUCTION SCHEDULE
EME 1. aBTAIN EROSION CONTROL PLAN EMERGENCY SRiLLWAY
APPROVAL.
2. FLAG WORK LIMITS. RISER PIPE FOR
3. HOLD PRE-CONSTRUCTION PRINCIPAL SPILLWAY
CONFERENCE AT (EAST ONE WEEK
PRIOR TO STARTING CONSTRUCTION. TR,45H RACK 1' IN, FREEBOARD M
4. INSTALL TEMPORARY GRA4El
CONSTRUCTION ENTRANCE/EXIT. i' 5. IkSTA~L SEDIMENT TRAPS. ROCK DAM, (~=I I""I I I-III AND DIVERSIONS 6f FORE FlRST I I=~~~~~ I I~ I 1'~I CONSTRUCTION ACTIVITY BEGINS. I ~-!JS-~' ~l1 6. BEGIN CLEARING CONSTRUCTION AREA, DRAINAGE HOLES ~=III= I I I I' BURN OR REMOVE STUMPS IN WITH GRAVEL I I=I~~ Il[=1I
EMBANKMENT STABitiZED
WITH VEGETATION
:1 P MAX. 2 SLa E -r
ACCORDANCE WITH LOCAL/STATE I III=1 I I-I I {~~~,~,T'~t'I ~7i
CODES. REMOVE EXISTWG I I- I I=III-~I I f-"f 11=1 I1 STRUCTURES. _ - f`_'i i .wy...
7. ROUGH GRADE SITE. MAINTAIN
BfRM AT TQP OF SLOPE DAILY.
INSTAI.I CATCH BASINS, INLET ST ILI £D AB Z
PROTECTION, DRAINAGE PIPES, ,4NTI- .ANTI-SEEP OUTLET
RE-ROUTED SEWER, AND FLOTATION PR1NCtPRL coLLAR iCIPAL
TEMPORARY SLOPE DRAINS. BLOCK SELECTED FILL LWAY
8. TEMPORARY SEED CUT AND FILL PLACED IN LAYERS SPILLWAY CUT-DFF TRENCH DEL ,
SLOPES. AND COMPACTED ~~REI 2 DEEP
9. COMPLETE THE MAIN GRADING OF THE
SITE ABOVE THE SEDIMENT BASIN,
AND SEED. r
10. AFTER VEGETATION IS ESTABLISHED ON SEDIA4ENT
MAIN SITE, BEGIN FINAL GRADING OF
N.T.S. Q.T.S. ~ ~ ~ t'~':~: ,Ar',
ROADWAY. ~ _
11. PERMANENTLY VEGETATE AND MULCH
ALL REMAINING OPEN AREAS. 4. +tl^"
13. INSPECT ANO MAINTAIN EROSION r..p. 11 -
CONTROL MEASURES ON A DAILY
BASIS. MAKE REPAIRS IMMEDIATELY.
CLEAN SEDIMENT TRAPS AFTER EACH
RAINFALL EVENT.
14. AFTER SITE IS STABILIZED, REMOVE ALL
TEMPORARY MEASURES.
15. PERMANENTLY VEGETATE ALL REMPJMING ~
DISTURBED AREAS THAT WERE SIlT iEAICE M'i:Ni'~
6U.i FENCE
COVERED BY TEMPORARY MEASWRE$. a ~ i g .
J, ~ j.ij ~ rya i s"" ~t.vk',~k~x~.
r~- ,r y .y.'~
~5 MfASF~D STONE ~ ~
2
ky ~ 5' MIN. ~ T nWt.
L t .5' I
1I
~ ~ ~ r'-s` rM.
3 MAX
0
i I
ER04~0,"' GflNTROL Gnu eT~ONS ~-1„ , ' FILTER PAMMC /12 RiP RAP N.T.S.
(SUPP~EMENTAI CAICUlATIONS) 4
SEDII~AENT TRAP
SIZED FOR 1800 CUFT/DISTURBED ACRE.
TO BE CLEANED OUT AFTER EACH RAWFALL EVENT.
TRAP DIST. REQ'D DEPTH WIDTH LENGTH DRAIN ROCK DAM
NO AREA VOL FT FT fT. AREA WIDTH ~f. °E~" OVEFILL 6"
TOP A 2.53 4554 4 24 48 4.5 12 FOR SETII.EAIENT
B 0.28 504 4 8 16 1.0 4
2: t SIDE
SEDIMENT flASW s' ~ SLOPE MAX. pNEll~lrCY 8Y-PISS
SIZED FOR 1800 CUFT/DRAINAGE ACRE. FILL FILTER 1:1 TO BE CLEANED OUT AFTER EACH RAINFALL. F~eRic s~ov DRAIN REQ'D DEPTH WIDTH LENGTH RISfR BARREL 1:1 SIDE b' ~,Ep
SLOPE MAX. TOP OF DAN
NATURAL GROUND
AREA VOL FT. FT Ff. PEE PIPE W
30 54,000 8 60 119 24" 18" cFD11lEMT TKI,P
RIP-RAP DISSIPATOR FOR 8' PIPE ".T.s.
SIZED FOR 10 YEAR STORM FLOW TR/1P D W L L A
ENCTH FT ROCK DAM FT
PIPE OUTLET Q10 V70 L W STONE SIZE N~. DEPiM iT w~nTH ~r ~rrn~ rt aoc 4b t1
~17F SLOPE CFS FPS fT FT MEQ. Mme. THICK w a za ~a
8~ ~ 9~ 620. ~ 4 ~ °J.82 80 6~ ~ 2~ 18~ 32 A t 8 16 1b 4 `r~rrarrar~~r
~~}~r ~ tj~4 a~' sj~ A'
` yr v ~ J \ brit +~t ~ R
~„•s< t°
F~~ i Y e
fG CORP. S" FRESH FtOD .
Rom try.. IN APPWM «O ATLANTIC PLAN ENGINEERING COR
ate: - ao P. OX 1691 DETAILS DIKA CRIPPLE CREEK N NTS 11.C
ORY N.C3 M-1 mum I NE• (A28/ FA X. (8327-0931 e-mail e on 'etl~tMconntnc.com HICKORY, NORTHCARK~!!VA

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N°'
r
T P QP S OR' ~ 2~` MM I~ ATI NS PERMANENT SEEDING N0. 1 P FQR , S ~ SL E TEMPQRARY SEEDING REC4 E D 0
Pa4R SOILS LQW MAINTENANCE F4R FALL '
NARRATIVE FRQS{ON CONTROL PRAETICES EROSION CONTROL. ,~A! C-~~L4TIONS r: { s. Ti
ING MIXTURE SEEDl1dG MIXTURE ~ SEED
PROJECT DESCRIPTION: 1. SEDIMENT BASIN WITH RISER BOX PaF-r~STRUCTION RUiV-OFF ass ~ s1+~aES ~ cry)
THE PURPOSE OF THIS PROJECT IS TO CONSTRUCTED AT lOW P04NT TO YEAR STORM FLOW F3~ED. TALL 100 ~ E t~
CONSTRUCT BUILDING AREAS FOR FILTER RUN OFF FROM DtSTURBED S.M.A:D.A. 6.26 FOR WINOUM~S L aG ~ ~e tzo~t ~A 10
COMMERCIAL SITES. APPROXIMATELY 26.49 AREAS. 31.12 ACRE DRAINAGE SEI~.DING DATES
ACRES WILL BE DISTURBED DURING z, DNERSION SWALES TO DIVERT RUN 6.26 INCH/24 HR INTENSITY (8 minute T.O.C.) - AtJG. tb -DEC. Is SEEDING NOTE MouNbwl~
CONSTRUCTION. OFF TO SEDIMENT TRAPS. Q~0 = 35.59 CFS t'>Qt. PUMI AHO PYipllOit< ^ AUG, f3 - QLC. N1 a t. NI fAl ~ A11D # 411jAp1E PE1dAAAtA BANM OR i0 tB~AiC~ OOlil011 ,
USE {'1~,Y MAC fl 15 UNLAtEA.Y TO 91fJ0M~ A PRS1'. AM N MERITS SF~E4. ~ SO L E D z. AFt~I A11G• sa ~ ~ , r
siTE DESCRIPTION: 3. TEMPORARY SLOPE DRAINS TO TAKE ROCK CHECK DAN b. 1AM311E A lIEAT l~pWOMICf 15 , OAST 561N'~'A AND SUOAIHU'kE 44 i,d}ACI~ ~ 0R 35 F11LIa0Mt 9{111 TE81'S OR AMPLY 2004 L0JAL1lE GA1V11NID A41gCULT11M11 TUNE AND t 000 Lli/ACR£ .
t0-10wt0 Fd71ll$R. 4. tiD E1, lIMIMIIQ l018N1G OAAE$ Mh3 JUNE, AD6 t9 40fA191E MMA:4W 961iY41DlwdlArS. !#lwlEMEII, 9' 16 ~N
THE SITE IS SITUATED ALONG AN EXISTING RUNOFF DAWN THE FACE OF THE S1ZfD FOR 10 YEAR STbRId FLOW 1'0 9~1 ~ C~ At4f SEED fE9Cklf Ui SBp4'. ~ : ` ;
SMALL VALLEY. THERE ARE EXISTING SLOPES TO PREVENT Eit'OSION ON DRAINAGE Q10 WEIR DEPTH OF FLOW THE FACE OF THE SCORES. MULCH ru
STRUCTURES TO BE REMOVED. SLOPES ON ARFl~ CFA LNG7H FT (tAl) 3. CONSTRUCTION ENTRANCEfEXIT ~16Nr 1Y TATAtdNO NAIII A"~FYA.1, NETiM1G. oR A M~1 ANLYiQ1fAM'i NURSE PLANTS APPLY 4.94v L~At1AE stwav ANCMIQR
THE SITE RANGE FROM 3% TO 50%. THERE 26.74 35.59 25' 0.58 (6-31/32) 1001. A OMIlt >iX1N ilA4ES SET N61R{,Y $91AIBMT CAN OE U96$ iMS A YULCH AMCYIpA4MG 1t701. PR14R fa0 NAl BETM~'DI MAY t Aiq AUG. 13 AbD t0 N5/AC1lE GERYW MILLET OR ib 40~AC~E ~ ; . t 44. ' AClIE RYE MAIM.. s;
IS NO EVIDENCE OF EROSION AT THIS TIME. PAGED AT ACCESS TO RROJECT. VEHICLE TIRES TO BE CLEANED OFF SEDIMENT BASIN t tlR Ai1i'R AUC 5. A11D t>8/ ( ) MAINTENANCE .
AT THIS LOCATION OURIN~i NIET AMD ~t DAAMG~ AREA6 aul~lApEtr, r wR11 sD LO/A~CRE of nAl~oaM ~ SEEDING DATES r~:n.
ADJACENT PROPERTY SIZED FOR 1800 GU.FT./ DRA4NAGE AREA li' 1T !5 M'` 1!! E]E1E111Q M!M1~1 I[YCI~ ~A1M9f 19, MMtM IY~I 4~f ~ ~ p <~;;r,~,;` ' ;
WEATHER, BfFQRE EXtT1NG fiHE SITE. LAND USE IN THE VICINITY IS TO BE CLEhNED OUT AfFfR EACH HEAVY RkINFALL EVENT. (f4E01ilNfl A101 t'y0w1iIAL PtA1lt{ Ok tiGllflM 1MA1M10} ~ MA tlk7fi ~ d! ~M14Y IAhpClt. F9MJ.: 26 - 551R• 15 AU9. 20 - OCP, Zm ,
COMMERCIAL TO THE EAST, WEST, ANO 4. SILTATION PENCE i`0 8E INSTALLED AS ~~p~~{q~Y BASHJ TO ~E RETAdNED AFTER CONSTRUCTION AS LAKE Mt1gIfR : 1~0. TTi -MAR 2/ fEl1. i - A1M1. 1i fit' ry,!r~" FALL 19 ~ fbn-TALL 1l9CUE Nq faAt"E NAN1111 Fd1 ~ OF K00E ~;ra~
SOUTH. INTERSTATE 40 TO THE NORTH. SHOWN ON PI.Af+tS. OR IF DETENTION BASIN. DII~MSFQNS AF2E APPROXIMATELY THE FALL- X41. FEGt11E !5 Y@IY E1~GfNE. llEE ~ M! fA1L f ;1A
THERE IS APPROXIMATELY 296 ACRES OF SILTATION OCCURS BEYOND THE DIMENSIONS OF THE BRS~N.
OFF SITE DRAINAGE FLOWS THROUGH THE DIY£RSfONS AND TRAPS, AS M 17'1 SOIL AMEND E S TEMPQRARY SEEDING RECOMIuIE~~ATIOPIS ~
A1Y'LY tJME AN4 1~ AttC41~N1C i(t SOIL TE815 OR APPLY 4,044 E0~"A191E GItd~4 AOWICULfl#Mft f dR SUMMER t u wry to-,o-,n I~iuzeti. UME'9itlwir A116 011D f
LOWER PORTION OF THE SITE. DIRECTED BY THE ENGINEER. 5. GRAVEL INLET PROTECTION RINGS WILL BASIN DRAIN REQ'D USE PROPOSED RISER OUTSET
MULCH SEEDING MIXTURE
SOILS: BE INSTALLED AROUND CATCH N4. AREA VOA D~NTION 80X PIPE APPLY 4000 -'3040 4~/AErAE Yi'~MN 'ffiCRAI. OR EQt1NAAENC COYER 9F NKR SEN~iMaE MUGCllM~G
501 IS UNIFIED TEXTURAL CLASSIFICATION BASINS TO LIMIT THE AM04}NT OF A 37.12 56,016 56,157J8 CUFT 7x5 72" SP£CE5 IU?1E (1l~A~CIIEj MATENtN.. Mk0.4H 6Y NRN ASPMMLT, R01ANG, OR HETFN10, ME~MC 15 t'f~ ~ x a.~, a.. GE#MdV+ MA.tET ~ AiNG`1QlMN0 MESik14 dM 5'~ 9L4Plt.
SM, SM-SC AND IN HYDROLOGY GROUP B. SEDIMENT ENTERING THE STORM
THE SOIL ERODIBIUTY FACTOR IS 0.24 AND DRAINAGE SYSTEM. ~jCH BASIN 1! THE PIEDMOHf NID M4UMYA~IIS, A SMALL- ~ MAY 9E 9U01TITU1E0 AT A AAl'E OF JD MAINTE~iGE - y ~
SHOULD HAVE A MODERATE EROSION RATE. 6. CUT SLOPES TO BE LIGMTLY 7.03 INCHES/24 HOI.#R FLOW USED IN RATIONAL FORMULA IM TNC 9ECOi1D .YF>MR 'UN{,E~S GR011A1! 15 FULLY 1E. M1N' IE MOMMA 41ik3E 0R 11NC~E A
NO SIGNIFICANT EROSION IS ANTICIPATED ROUGHEFiED BY OISKlNG JUST PRIOR DEPTH OF FLOW: w ~.f SEEDING L~1TI~S Y5`A1t, OUT M4MING IS H41 ~t'. RESEtD ~ AMD' MULON AMNiGAA ARFl~S M1N1'OA'K4Y• h
WITH THE NEW CONSTRUCTION. TO ~GETR~iING. THE SURFACE 4 TO ORIfICE _ ~0.40___~A1"2 WIER= 1.5 _Q_ II{"AMO'A,IMS -MAY i5 - AUO. ib ~ 1'0 ADl1f~lD9t 9.Q3 Ai EI10g4N AlK? 3~iM1ENf 1~11i1R01. ~ AN4 MiM1U?l 8@Il ~ ~ ~ .I
6 INCHES OF FILL SLOPES TO BE 64.4 3.367 P~ANIONT -MAY 1 - Al1G. ib HNi1tS. , COASTAL F'IAIM - AiNI, fdl -AUG. ti5 y:'
CONSTRUCTION SCHEDULE LEFT IN A LOOSE CONDITION AND ~.a.~ r:.
GRQOVED ON THE CONTOUR. CB DRAIN DESIGN Qp~N Af2EA DEPT+i OF FLOW so1L AMEI+~DMENTS - ~ .
PERMANENT SEEDING f'~Q. 3P FOR :GENTLE SL41~ES;, iOWAW ~ 0i 1011. TE71~$ OR AMM.Y 2.000 t8/ACRE gbD1114D A.Tt1RA1 4M1 AND
1. OBTAIN EROSION CONTROL PLAN 7. SLOPE STABILIZATWN 8Y VEGETATION NO AREA CFS N~IER L~GTH FT (1Nl ~fITH AWERAGE OIL BETTER MQISTURE RETENTI~?I'~k, A . 110 li/Ap~ t0»t4-t0 1~1 5~~.~ !4.
APPROVAL. AND MULCH AS NOTED IN THE 1 0.42 1.48 6,00 0.0058 (t/16) C40LER SITES; HIGH MAINTENANCE
2. FLAG WORK UMITS. SEEDING SPECIFtCAT10N5. ~2 0.1103 (1-5/16) 8. DU5T CONTROL WILL BE r~u~cH
3. HOLD PRE-CONSTRUCTION 2 0.71 2.50 6.0a 0.0167 (7/32) APPLY 4,000 91TMN1• A11D11pR S#WM 0Y TA[2tXiG MAIN RIMIIAI.T, METTMIG, OR A MUlCF1 AMCJIOANIC t . SEEDING MIXTURE TOOL. A OL4t ~Mlhl OI1RQ 011 il~lT 9Nt CAN ~ U90D AS A M1ilI'M AHCHOI~IG 1004. ,k"'~3 `
CONFERENCE AT LEAST ONE WEEK ACCOMPUSHEO 81' SPRINKLING fF 12 0.1564 (1-7/8) ~ ,,r~ n a , ~~f~ ~
PRIOR TO STkRTING CONSTRUCTION. EXCESSIVE DUST IS GENEiLATED. 3 2.70 9.49 9.00 0.1068 (1-5/16) AI T N G ~ T{JRF_t~ rAu M N E AN E ~ av
4. INSTALL TEMPORdRY GRAVEL 9 ALl DISTURBED AREI~ fERMANEN7{.Y AI11 MULCN ~.r 1~ PE~dE t MMD TMNO OR ~ IF fiR0Ml11i 1S NIyT FULLY At1E41lIMlE. . 1~ MOR,~ r
CONSTRUCTION ENTRANCE/EXIT. SEEDED WMEN FINISHED GRApE iS 18 Q.2905 (3-1/2) OR dTt~ QNw>A~. 0t,11EdRA96 V>A~ (10lh 200 • 254 4'
INSTALL SILTATION FENCE ALONG REACHED. 4 2.24 7.87 12.00 0.0413 (2-9/16)
BOTH SfDES OF THE SMALL STREAM. 10. TEMPORARY µEASURfS TO BE 24 0.2117 (2-9/16) SEEDING DATES ` ` >`d
S. INSTALL MAIN DRAINAGE PIPE AND INSPECTED DAILY AND MAINTAINED 5 2.22 7.80 12.00 0.0406 (1/2) IE1T A4 .
tJAE NINA - ~ A1ll. 11! _
JUNCTION BOXES. UNTIL S17E IS SfiJ1~Il,IZ~D. SED~IENT 24 0.214 (2-1/2) FUh k1kM1,11'r T1Aq~ AYCIp 9PM1G N1!!gL OllfliMl M>j 9~M14 t~6 MR4l~y1 0~ , , TEt?~P(~RA?RY SE~D~iG REG~~~T141~S ~ , ~ ~ ~ ,
6. INSTALL SEDIMENT BASIN AND S~ ~ '=Eq (}UT AFTER 6 0.81 2.88 12.00 O.OQ54 (1/16) • 24 0.1075 (1-5/16)' ~ _ ~ ~ Ta ~ ao ~ IE01E 4 N~Ar h ~ YOfl41~ w fM1.Y 1~ F{~R LATE Wit~fi''ER ~ ~P
DIVERSIONS BEFORE FIRST ~ k ,
CQNSTRUCTION ACiMTY ~G~• fit, CONTROL TO BE 7 4.02 14.13 9.00 0.2368 (2-7/8) , ~M r~{~ AM r`~ may., Sq~. ENflt~
7. flE~1. Ci~M~1"?' Cf'1~FiGTI01b ISHED~H PI~Q?~ 18 0.3788 (4-9/ 1 APPLY litE AMD F9RtNN81 .AQCA10l116 TD 90u. TES~s oa AtMIY 4~11I0 W~IE AND A~WCWl91M.
~ ~ ~ VEGETATION, CA BkS-:~iU 8 3.59 12.62 9.00 0.1889 (2~~ 9PHr31t8~ IYO[, (1~0/'AOlIt~ t011'i1011E AND 1J000 iR~l11RE t0-19-10 y.~ ~ ~ p. RYE ~ C;;y~
ACCORDANCE WITH LOCAL/STATE DRAINAGE PIPES.. ~ ~~-1 /4) AHNUAI t.~9Pf0EEA
CODES. REMOVE EXISTING g 4.22 14.&S ~ ~ (3-1/8) (K01E IH PA°`DMCNIT AHD , r a~,"-. CQAOTAL KAMA A1MiLY 4,~ ~E ~ E CI~ 0f ~ ~ AMIIIDR ,
STRUCTURES. t8 0.3912 (4-11/16) MORMIi M MOfMliAriMG? ~ M!W01 M i M~11 _ ~ N~R;I, Ilk lA` QIMM4[I~'.Nl~t A IA~pN 1Ni8M9~lA A i . " , ~
8. ROUGH GRADE SITE, MAINTNN BERM 10 2.71 9.53 9.~ 0.1077 (1-5/16) ;z. o1rT AMMtMI MMil1 81NIA1gN 0?1M?O~M1T 16 HOT To eerole aelit.
AT TOP Of SLOPES W~1LY. it15TAU. 18 0.2913 MAINTEI~lN~
SEEDIt~ DATES P81111i0t ACOpNMM 1D ICI aR AlP1,Y 44 i Np11M JAM. OR N6.; 1~I Lq 1i1 fis
CATCH BASINS, RE-ROUTED S~1A~ER. t 1 1.38 4.85 9.00 0.0279 (3/8) IIDIAIRwNi - A0¢IE 7100 IR: ~ 1; _ Ip1Y tb 91 NOY~, 1t-4-i, Ili-4-#. 011 ~P AY401 ~ ~p 10
AND DRAINAGE PtPfS. O~tIt111 ~0 I`t~ ~ -MAY t nws OiMI~ l,1p~ SO ~ tA0il1 ~ A taE1D?Tf 0F' II~MDr'R - JAN• 1 - IMY 1 - '
9. TEMPORARY SEED CUT AND FILL 18 0.1857 (2-1/4) 2.b~y.S NG~ AO 4 . 11~t0. Fi1f111UtE, A1lD MMICN MIIA9E~1 AR><A4` 11I1dB:Y, CQAe$~t. PUYIt - OEC• 1 -APR. t5
SCOPES. 12 1.31 4.60 g.00 0.0251 (5/16) 110!111 U A/P0M>r11 OA1 ~ ~0610H A113 SED10JiT COMTR01. PUMMIC ANB 0~16M MA1R~1 fd1 90'~ME'Al
y~~~te~ ~y ~8 0.1793 (2-3/16) NT SGIL AMENDME_ S ~,~,z.
10. COMPLETE THE FINAL GRADING OF THE ACRIC11l.1l,Mlt Af10 P0110R ~OIOM' +~:'M~ i~ 011 ~ ziea +
SITE. 1. ALl EROSION AND ~6AIf11ENT CO1V1RO1_ QRAINACsE PIPE >0 ~ ~M ~V~rME +e-ae- ~~t ,t,
11. PERMANENTLY VEGETATE AND MULCH pRtACTICES: wN.l_ ~ CHECKED FOR 7:4 INCHES/24 HOUR FLOW USED fN CALCULATIONS. MU~.~H
ALL REMNINING OPEN loREAS. STA81Lfl'f OPQN FOl.LS~1Nt~G SEE CATCH BASIN CALCULATIONS FOR COEFFICIENTS. . ~ tM+"MOIi:~ ,~M(T. . at ~ ANG++aA11o ~ ~ 7Nrw A-.71~
12. INSPECT AND M,tINTA1N EROSfON EV~i~T 1~}F~' CiFf A~FSCING .1. U~ K A 1RIECH AHCMi1lI~1 . 1101. A pMK w111 litii~ th 1 QA11 ~
CONTROL MEASURES ON A DAILY BtJt IN Np. CAUSE L~~S' THAN QNCE PIPE DRAINAGE Q10 PIPE y~
BASIS. MAKE REPAIRS IMMEDIATELY. EdERY ~YEE~C. AID' 1M~E,DED REPAIRS NO AREA CFS SIZE D AN MA~~'Et~ CE . ;;fi
CLEAN SEDIMENT BASIN AT BEAST gE IhN~kll~LY TO q 3.58 23.92 36" OJS RORA1t~ 1i MIINOM IO MD? MiY E. AIiD r+~LCr1 a~+M1DM0aY FOt?ow>NO
aoeioN at o1NEl1 eN911t ~ "A°
ONCE A WEEK, OR AFTER EACH kMyWT1~l,1 AL1, PRNCi1CES AS g 3.16 21.11 30° 0.94 . rl
HEAVY RAINFALL EVENT. (~S1E~1~!. C 2.09 13.96 24" 1.02
13. AFTER SITE IS STABILIZED, REMOVE ALL z, ~.~IL,?. 8E II~YED FlIDM p 20.14 134.54 60" 1.00
TEMPORARY MEASURES. S ~APS.'EAGH HfAW +S
14. PERMANENTLY VEGETATE ALL REMAI#NNG RA~IN~ , °~It d!1 a WEEKLY E 17.85 119.24 60" 0.95
DISTURBED AREAS THAT WERE BASIS, W~,t. BE CLEAh1E0 OR F 17.26 115.30 60" 0.94
COVERED BY TEMPORARY MEASURES. itEPL/If~fl ~lEN ;$!E IMEhIfi POOL G 15.66 104.61 60" 0.88 f~ ~
Ftp. IQN-flRA PIIOPERIY. H 14.85 99.20 60" 0.84 r 4, .
3. SEUNAEIiT- ~Ll Bf ~IlklVED FROM 1 6.38 42.62 48" 0.70
BEHINQ ~Dl~if FENCE WHEN ~ 8.47 56.58 48" 0.84
IT ~CQ 480~i'i'0.5 FEET DEEP K 6.71 44.82 48" 0.73
AT THE F~~. TWE SEDIMENT L 5.86 39.15 48" 0.67
FENCE 1~1., ~E fES AS M 1.06 6.3t 18" 1.00
NECC~ TO wMi(~f~IN A BARRIER.
4. All SEgt~' A1~EAS tel. BE RIP-RAP DISSIPATER
FfR 'RES AS NECESSARY SIZED FOR 10 YEAR STORM FLOW ~ r, - 1 a~P . - £ ,:y
ANp A G TO ~ ~
SP£~~~ I SEEDING PIPE PIPE OUTLET 010 V10 L W STONE SIZf k My p" ke~4~ 1 ~
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A 36" 109 23.92 17.92 30 15 12" 18' 30" E ~ ~ ~i, ~
D 60" 709 134.54 27.96 60 29 18" 27" 45.. 1 _
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EXISTING T~ 95i.~._ . >3.2' OIA. clap ; _ l s 4 1.33 N 61i'05 37 W .100.62 ~ }
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EXISTING CATCH Bd1S0+1 ~ - ~ Q} USE Sl+1~4E St1E t39 N 09' 32' 168.29'
PIPE AS EXI~TiNC~. ' ~P 99'O.D ,1 - _ ..3 , 140 S 70'31'4(1" E 38.51' l41 N 09' 32 ' E 153.93'
--._.,....y - 142 N 09'53'32' E 335.43'
984:40 l43 N 09'53'31" E 95.92'
1,. x.30 _ ` _ i 2' WATER L44 S 71'46 44 E 449.78'
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~ ~ - A j DISTURBED ACREAGE = 26.48 AC. l26 S 2~ a9 ~ 00,? 7 S 2$'4 j4~ ~ f t4.9i~' THERE IS NO OF`f' SITE 94RR4W OR WASTE AREAS, L2 8
~ t F ~ _ 2e _ ~ SITE TO BALANCE. 8 24"4 4~' V~ _ ~A~4,4~' L2 5
1 - 0 40 ~ ~ 80 0 $0 16 2 ``rte ~ 29 N 65'44`2" 109.,9,
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USE SAME TYPE ` ` ~ t?'~ t ER L39 N 09 53 32 ~ 168,29
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EXISTING CATCH BASIN / - 9 1 3.83' gZ L4 9 N 09 53 32 E 9q
US~E SAME SIZE 1.42 N 09 53 32 E 335.43 _ SED1FilEENT.IRAP
P P A XISTING _ ~ ~ SEDI I E S E ~ 1 - u' L43 N 09 53 39 E ~'a.9~ F1A5E _ ~
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ENTRANCE SEI,~1 BAS1 LEGEND ! ~ ~ ` ~ HAS ?I 'rIN ~ - ~
S ~ ou G~ G M . L Irc G _ _
! (TYPICAL) ~ I ~ , ----u?a~s PROPOSED CONSTRUCTION LiAi1TS _
~r ~ ! ~ !
PROPOSED SILT FENCE ~ ' ~
_ a _ _
~ ~ a1i1r PROPOSED RIP-RAP DISSIPATOR T1~?1PORARY ROCK ,
PROPOSED SLOPE DRAIN FILTER' H E I ~ I ~ ) , i 4
! ING A~Nfl, Bt~1NG ' ; ~ ~ v
PROPOSED GRAQE LINE 1 ! ~ NICK ~ i , ~
pRY M ~ fTRp ~ i PROPOSED DIVERSION sWALE CONY ~ ~ ~ ~ 1 ~'1 1 , ,
~Nfi10 - ~ ! f N Car I NTER i , ~ ~
(}IMQ PROPOSED CATCH BA91N / JUNCTfON BOX I ; i I _ _ - ' PiP YIN R TA TEND ~1U
~ ~ ~ I s: ae ~ PROPOSED DRAINAGE PtlE ~ ~ ~ ' J E B TE 5 E ,A 4
~ ~ ~ ~ ~ ! CONSTRUCTION ~ ~ ~ B4X
- - PROPOSED SANRARY SEWER ~ ! LIMITS
--~t~ u~-- PROPOSED WATER LINE _ _
' ! ~ ~ _ _ !
~ EXISTING SANITA4iY SEWER _ ~ . ,i I
~ _ --Q EXISTING CATCH BASIN ' ! ~ ! - - - - B9 ~
HICKORY-CONOVER TOURISM ~ ' ;
- - - - EXISTING DRAINAGE Pi~PE DEVE f - ~ ~ ! LOPMENT AUTHORITY ~ i
- - - - - EXISTING WATER LIME ' - r ~ 1 ~ I `;AUNDRIA R. COULTER !
~ . EXISTING tOPOGRAPHIC CONTOUR ~ ~ ~ ~ ' / ! I - 4
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ORWM BY: [@, 10-G MC 99, oNO 1w. ae 1-17-4w 4-2t-b0, 1-26-00. 71-00, 2-9-A0. 2-10_11 WMM OF EAO111~I ONWAX 05-0-00 P.O. 80X 1691
W: ,z-1-99 X1CKORY, N.C EROSION CONTUOL PLAY era cRB*l.e car wvESrnENTS ccc
Owl No_- PIP Pf E (828) FAX (8M 7-0931 1 HICKORY, NOR M CAROLINA
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CONSTRUCTION SCHEDUL
EMERGENCY SPILLWAY
1. 08TAIN EROSION CONTROL PLAN E APPROVAL.
2. FLAG WORK LIMITS. RISER PIPE POR
3. HOLQ PRE-CONSTRUCTION PRINCIPAL SPILLWAY
CONFERENCE AT (EAST ONE WEEK
PRIOR TO STARTING COiJSTRUCTION. TRASH RaCK FREEBOARD 1 kNN,
4. INSTALL TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE/EXIT. ~
5. INSTAtI. SEDIMENT TRAPS, ROCK DAM,
AND DIVERSIONS 9EFORE FIRST ~ EM~ANKi;~ENT STA$tI.IZEO
CONSTRUCTION ACTIVITY BfGIMS. II WITH VEGETaTi4N
6. BEGIN CLEARING CONSTRUCTION AREA, DRntNnGE H04ES II-I BURN Oft REMOVE STUMPS IW WITH GRAVEL ACCORDANCE WISH LOGAL/STATE II CODES. REMOVE €XISTING ~ ~ ~ STRUCTURES. 2:1 SLOPE MAX.
~ i
7. ROUGH GRADE SITE. MAINTAIN
BERM AT TOP OF SLO?f DAtIY.
WSTAI.L CATCH BASINS, IAtt.~T
STASILIZEp
PROTECTION, DRAINAGE PIPES, ANTI- ANTI-SEEP OUTLET
RE-ROUTED SEWER. AND FLOTATION ~~~~,P~ COLLAR MIC#PAL
TEMPORARY SLOPE QRAINS. BLOCK SELECTED Flit, ~~~Y ~.LWAY
8. TEMPORARY SEED CUT AND FILL A DC COMPnC~ S CUT-Oil TRENCH Rfi~L ,
SLOPES. 2 DEEP
9. COMPLETE THE MAIN GRA~fNG OF THE
SITE ABOVE THE SEDIMENT BASIN,
AND SEED.
10. AFTER VEGETATION IS ESTABUSN£D ON j~°~' ~i MAIN SITE, BEGIN FtNRL GRADING OF N:T.5.
ROADWAY. N':T.S. . ~
11. PERMANENTLY VEGETATE AND MUiCH
ALL REMAINING QPEN AREAS. ~KM w ~k '
13. INSPECT AND MAINTAIN EROSION ~
CONTROL MEASURES ON A DAILY ~,f°k,,,,s ~ ~ .
BASIS. MAKE R£PAJRS IA~AEf31ATELY.
CLEAN SEDIMENT TRAPS AFTER EACH
RAINFALL EVENT.
14. AFTER SITE IS STABILIZED, REIuK~fE ALL
TEMPORARY MEASURES.
1 S. PERMANENTLY VEGETATE ALl REAIMNItJ~ i
DISTURBEO AREAS THAT WERE -
COVERED BY TEMPQi~ARY Il~$,
'~M~. ~ ~ r' ~ y . ~
. .-9 r' 1, ~°L ~ ~Y(
t'-1' IMI. 4 'k
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L 5' MIN, ~ s wu~. .
1.5'
Nr
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r
0 {
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FROSIQN CQNTROL CM.CINAiTTUNS i I i i !~R f1~1lIC ~t2 ~ RAr ?~.T,s.
(SUPPLEMEAFTAL CALCUlAT10NS)
S,~OIMENT TRAP crmss sECnoa
SIZED FOR 1800 CUFT/DISTURBED ACRE.
TO BE CLEANED OUT AFFER EACH RAINFALL E17EN~.
TRAP DIST. REQ'D DEPTH MhQ?H LENGTH OQ~1N DAM
Nn aaFS voi FT. Fi_ FT. FT. ovt~a. e•
A 2.53 4554 4 24 48 4. 14 a FOR S~Ttt.EMENT
6 0.28 504 4 8 16 }.0 4 -
~FDIMENT BASIN s ' ~ - - 2. t 51DE
SLOPE MAX.
SIZED FOR 7800 CUFT/DRAINAGE ACRE. FlLL fI~TER 1~1 i ~ i SIDE aMINCY 8Y-PASS ~ 6 BELOW SETTLED
TO BE CLEANED OUT AFTER EACH RAIh1FALl. F~cic sp DRAIN REQ'D DEPTH NHOTH LENGTH RISER •AAiMEL SL kfA% TOP Of DAM
NATURAL GROUND
AREA V9L FT. fT• FT. Lam, P~ W
30 54,000 8 60 1 7 g ~ 18•
SEDII~EltT TRAP
RIP-RAP DISSIPATOR FQR PIE'E "Ts
SIZED FOR t0 YEAR STORM F1AW rww o w ~ L q
LENGTH ffi ROCK DAMI FT
PIPE OUTLET Q10 V10 L W BYLINE SIZE No. oeru~ rt wron+ er ~ R n P FT M K w ? z~ ~e 4a 12
16 4
8' 1% 620.14 15.82 80 60 12 1 32" ~ s e u
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DRAWN BY: Ea APPWAXM W. «o ATLANW PLAN ENSINEERIIITG CO] vc car. ~ FREs~ wooP~c.
p~ ~-56011 PHONE.• XFAX- (80 327-0931 e-mail atiplaMC
ate: 05-05-00 NM - r- 7 f~NTAL H~'#'~S vrrA cRr~ce c5e~x nv nnrrs cdc'
it atlplansCOrrninc.com HICKORY, NfORT1YCAROL/NA

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r~
t MP E ORARY SEEDING RECOMMENDATIQNS PERMANEN"I ~ 0lNG N0. 1 P FUR : T
NARRATIVE EROSION CONTROL PftACTIC,~ ~~?OS10N CONTROL GAL~y~jA71QM~ 5 ~~P SL4P~S FOR FAtL
POflR S©ILS; LAW MAINtENANCE t
PROJECT DESCRIPT,lQN: ~-CQNSTRUCTIDN RUk_~,flfF
THE PURPOSE OF THIS PROJECT IS TQ 1. SEOiMfNT BASIN WITH RISER BOX 10 YE,4R STORM FLOW USEb. iN T SEED G MIX URE SEEDING MfiXTURE
CONSTRUCT BUILDING AREAS FOR CONSTRUCTED A7 LOW PAINT TO S.M.A.D.A. 6.26 FOR WINDOWS ~~s RAJE cLMA somas ~ ~ur~c) RYE ( ~2a TAI,{, ,oo
FILTER RUN OFf FROM DISTUR6ED COMMERCIAL SITES. APPROXIMATELY 26.49 ~R~ 31.72 ACRE DRAINAG€ ~r
ACRES WILL BE DISTURBED DURING 2, DIVERSION SWALES TO DIVERT RUN 6.26 INCH/24 MR lAfT~JJSI'h' minute T.O.C.) } G ~ iwiE 1 10 EED N DA ES
CONSTRUCTION. OFF TO SEDIMENT TRAPS. Q'~0 = 35.59 CF5 ~-AUC.,s-a~c.,s SEEDING NOTE
oo+~. PINN AwD ~ - AUO. r3 - oF~. x~
SITE DESCRIPTION• 3. TEMPORARY SLOPE DRAINS TO TAKE ~ P~MONr ~ ~ w6jAfR4E PE#IiA00U, ne~wrelw~ oR ,o ui .
THE SITE IS SITUATED ALONG AN EXISTING RUNOFF QOWN THE FACE OF THE @9~K ,HECK DAM salt AMENDMENTS Cam ~ a ~ tMR;#i6LY ~ A,~, 2. Af1ER MJG. 1~ 1lSf WN~+11~p ,
SLOPES TO PREVENT EROSION ON SIZED FOR 10 YEAR STORA~ FLOW FOLItiW 5tR1. TQ~f9 OR APPLY 2.000 t$/ACRE fiflQl~p>d AthlR+1l UMfSiOt~ NiD t.4DU t$/ACRE 3. NpIEdIE A t~'itt APN~WYiCE r5 DCI. tNN4' 9~°11N~A drq ti,~i~lfE t$ t~iYq~ WMM6 Wr #5 ro-ro-~o ~~ra~me. w~Aa~E ~+ruaw~. ,
SMALL VALLEY. THERE ARE EXISTING DRAINAGE Q10 WEIR DEPTH OF FLOW i, t0 Blcl'~D BPRNMi S~OMIO DAT[S 1k1Q +MJME. A90 43 W+~ NUI,t6U $pplUaeiRIrABS. ~ tr $
STRUCTURES TO BE REMOVED. SLOPES ON THE FACE Qf THE SLOPES. gREA CFS LENGTH FT (,(ty) MUI:CF{ ~ro~~AN6~w~r.
THE SITE RANGE FROM 3% TO 50%. THERE 3 CONSTRUCTION ENTRANCE/EXIT 26J4 35.59 25' 0.58 (6-31 /32) APPLY A.000 L8/MG~IE STf~. NVG4iQR StWi$ 9a' 1A~(;14AMG MdfH A3P'}N1.T, NEYTN~6. OR A MULCH NVGhK1R1N0 NURSE PLANTS
IS NO EVIDENCE OF EROSION AT THIS TIME. PLFtCED AT ACCESS TO PROJECT. 18G1. A 0111( 111Tr1 etJ11ES 9ET llfAllt.Y ;ItIM~GH1' CAN ~ VSm AS A MIkCN ANCiIORRIGi TOOL wAY ~ ~a A/'JE) 10 ~/ACS as~rwN war nR ,a ~rA~c vRraR ~o v
VEHICLE TIRES TO $E CLEANED OFF SEDIMEN7 BASIN MAINTENANCE , OR AF'16t Auo. ~o a~AOaE RYE cam. .
ADJACENT PROPERTY: AT THIS LOCATION DURING WET SIZED FOR 1800 CU.f?./ DRIUNAGE AREA REP4NR Nro A~ 6AAYV~'0 Ads fpN~E1MATELY. TOF'ORIE.~ MTN so L1<A flP wIF1Ep0E~i iN IkARCH. ~ ,
LAND USE IN THE VICINITY IS WEATHER, BEFORE EXITING THE SITE. TO 8E CLEANED 4UT RFT~t~ EACH HEAVY RAINFALL EVENT. SEEDING ~JATES P' rt ~ 111:1'Y To oRA1rr 9EYQtb t a, o4~1s65U ~t1 sD u/AC~
COMMERCIAL TO THE EAST, WEST, A?+ID 4. SILTATION FENCE TO BE INSTALLED AS TEMPORARY BASfN TO BE RETAINED AFT£R CONSTRUCTION AS (I~KIM1011T ANE1 ooASTAL oR KOR6W ~ w LATE ~Rt1ARY oR EARCY
SOUTH. INTERSTATE 40 TO 7HE NORTH. SHOWN ON Pt,ANS. OR IF DEIENTlON BAStN. OfMENSI0k5 ARE APPROXIMATELY THE FAU : AUB. ~ - ra AFx3. za - ~icv. 2a ua~ rya. ~ - . ~ - ~ 15
THERE IS APPROXIMATELY 29fi ACRES OF SilTAT10N OCCURS BEYOND THE DIMENSIONS OF THE BASIN. Rt e1s'r ?Glt TAU. FA1$' MNil1'R trfee ?klM!. or 1t~1C e {
OFF SITE DRAINAGE FLOWS THROUGH THE DIVERSIONS AND TRAPS, AS TALL- Tau w ~IAr u~ vN rl} nlt~..
LOWER PORTION OF THE SITE. DIRECTED BY THE ENGINEER. S01 N TEMPORARY SEE ING R MM t ~ ~ ENTS
S. GRAVEL WLET PROTECTION RINGS WILL BASIN DRAIN REQ'D USE PROPOSED RISER OUTLET D ECO ENDATION5 APPLY LRIE AWQ ~ +kIQ0~61N6 To Sql Tuts oR APPLY 4;ooD L8/r~txlE ~ Af~1bf~(,L
FO SUMMER AND I p$0 L$/t~llf ,D-aC-ro PEltfilat`tlt.
BOILS: BE INSTALLED AROUWD CATCH N0. AREA VOL. DETENTION 80X P!P
SOIL IS UNIFIED TEXTURAL CLASSIFICATION BASfNS TO LIMIT THE AMOUNT OF A 31.12 56,016 56,157.78 CUFT 7x5 72" L SEED NG MIXTURE MUtCl~
SM, SM-SC AND IN HYDROLOGY GROUP B. SEDIMENT ENTERING THE STOR~A 9P~S ~ (li/ACAS) MPPI,Y 4Ap0 - 5:000 1~8/ApIE GR1M? S~DNY. ~ E01~M1 CSR OF +it 3ill'~E 1~C
THE SOIL ERODIBIUTY FACTOR IS 0.24 AND DRAINAGE SYSTEM. CATCH BASkN OQtleree MR.IET ~0 11ATER1Al. ANONOR Mtllt~l IIY TA1aNMIC MTA1 A8Pl~htr, RtA, OR ?lE7fMIR, ~ 1~ fli[ PRIs
SHOULD HAVE A MODERATE EROSION RATE. 6. CUT SLOPES TO BE LIGHTLY 7.03 INCHES/24 HOUR FLOW USED IN RATIONAL FORMUU Ne THE PR;DMOttT ANO MWNTA~, A BMALL-STEMMED SUOANORA88 INY $E 4FRiSlriUtlD AT A RATE a0
NO SIGNIFICANT EROSION IS ANTICIPATED ROUGHENED BY D1SKtNG JUST PRIOR DEPTH Of FLOW: tB/ACRE. MAINT ENANCE
WITH THE NEW CONSTRUCTION. TO VEGETATING. THE SURFACE 4 TO ORIFICE _ (O/0.4Q2A~~2 WIER= 1.5 Q 5EEDING AT ~~aets~uN~s~PansY~. wrY~oRA D E5
6 INCHES OF FILL SLOPES TO BE 64.4 3.367E YEAR. ENJr rA0N1N4C 1S NOT Rt$~i, P11lRM,l~l, MIO #IULIri1 D NiM1~AlE(.Y. 1101NPGWi9 - WtY 15 - +WG. 15
CONSTRUCTION SCHEDULE LEFT IN A LOOSE CONDITION ANO P~lANT - WY t - AI16, 15 REfER TO ~ i;D2 11 EROSgN A11p SEDI1~1 CONFRp. 1LAtitiMl4 ~ OE~ON MIN41L FOR Ii~AFUGY.
GROOVED ON THE CONTOUR. CB DRAIN DESIGN gPEN AREA DEPTH OF FLOW C01d1'AI. PCMN- -APR, r5 - AUO. 15
1. OBTAW EROSION CONTROL PLAN 7. SLOPE STABILIZATION. BY VEGETATION N0. AREA CFS WIER LNGTH FT Q~ SOIL AMEN. M N D E TS
APPROVAL. AND MULCH AS NOTED IN THE 1 0.42 1.48 6.(JO 0.0058 (t/16) FOL1010 RECOMMENOArKM>S OF ypq, tESTS 8R APPLY 2,000 OROlR10 P . LO/ACRE A.TUraL LRIE~ONE Awo ERMANENT SEEDING N0. 3P FOR .GENTLE SLOPES.,.
Tao Le/ACRE ~o-ro-~o ~+nLEZ~t.
2. FLAG WORK LIMITS. SEEDING SPECIFICATIONS. y2 0.1103 (1-5/16) SOILS WITH AV£RA~GE OR BETTER MO15TI~RE RETENTION,
3. HOLD PRE-CONSTRUCTION 8. DUST CONTROL WILL BE 2 0.71 2.50 6.00 0.0167 COOLER SfiTES~ 1GH I MULCH , MA NTENANCE
CONFERENCE AT BEAST ONE WEEK ACCOMPLISHED BY SPRINKLING tF ~~~3Z) APPLY A,COD 1.1~/IMCRE 51111M!. ANCNQR TAGtN1f, MITN AlpHq.T,,- NETANO, OR A M1Nd~1 At1CtfORNC
PRIOR TO STARTING CONSTRUCTION. EXCESSIVE DUST IS GENERATED. 12 0.1564 (1-7/8) Too. A DLSIC vaiat a~ t~ARIY suer caw ~E use ~ A + A1ig101pND TOOL, ~ fiN I EEa ~ M XtURE
4. INSTALL TEMPORARY GRAVEL 9. ALL DISTURBED AREAS PERMe~NENTI.Y 3 2.70 9.49 9.00 0.1068 (t -5/16) ~~t~, MAINTENANCE
CONSTRUC710N ENTRANCE/EXIT. SEEDED WHEN FINISHED GRADE IS 18 0.2905 (3-t/2) t or 1Mp TURF-T~'PE a~ REfEfiTN,31E R' aROwIN 15 NGf BULLY ADEQtw1E. Rl, REFERr1lYlE Ae~ wuLCN MN/E91ATE1.Y FOtk6YRwiG t AND IMeJ DR
INSTALL SILTATION FENCE ALONG REACHED. 4 2.24 7.87 12.00 0.0413 (2-9/16) aR DAAY6E a
10. TEMPORARY MEASURES TO BE ~2_g~~s~ BOTH SIDES QF THE SMALL STREAM. 24 0.2117 ( 200 -200
WSPECTED DAILY AND MAdNTAIN£D 5. INSTALL MAIN DRAINAGE PIPE AND UNTIL SITE IS STABILIZE. SEDIMENT 5 2.22 7.80 12.00 0.0406 (1/2) SEEDING ATE a 5
JUNCTION BOXES. BASIN TO BE CLEANED WT AFTER Z4 0.2104 (2-1/2) ~T
6. INSTALL SEDIMENT BASIN AND EgCH HEAVY RAINS 6 0.81 2.85 12.00 0.0054 (1/16) fAtl : AUG 23 - i1p~r, fb ALO: 20 - QCT. 45
1-AlM.~
DIVERSIONS BEFORE FIRST - ~~r• ~ tEMPORA~iY SEEDING REG~NDATI4NS rM aawnr ~ ~ ~ ~ ~ ~ . ~
CONSTRUCTION ACTIVIN BEGINS. ON A W6€ICtY 24 0.1075 (1-5/16) 1 i. ~ ~ ~p g~ 7 4.02 14.13 9.00 0.2368 (2-7/8) Oft LAl'E W1~1tER A1Vfl ~Ik~,.Y Sf'RMlf ,
7. BE61~i1 CflN&~R4~C'~ON ARFJ~. WRbPER 18 0.3788 (4-9/16) ~ b~, 'T , .w,.... NDE ~ . _ _ SOIL AME C , #
BURN ~i~R ~~r!'E 5Yf5 1[~t ~I~~E . APPLY uME Ara 1c Tt> so11 itsts oR APPLY ~,tsgo 4iJ AwLtiiRAt
ACCORDANCE WffFF1 LOCAL/STATE ~ ~.:.~ASINS, AND 8 3.59 12.62 9.A0 0.1889 (2-5/16) '.~E~ RAS AI~1 1~@ 10-1 k
CODES. REMOVE EXISTING ~E FMS' 1Q 0.3513 (4-1/4) RY! (9R1Me) IRO 0 . ' ~~q y~ ,
STRUCTURES. 9 4.22 14.83 9.80 0.2609 (3-1/8) (KOBE N1 P~EONONT AND wKYJ.~~'i b~ ~'a
8. ROUGH GRADE SITE, MAINTAIN BERM 1$ 0.3912 (4-11/16) CiYBTAt _ r `7 PLANT, + ,1
AT TOP OF SLOPES DAILY. INSTALL 10 2.71 9.53 9:t~f? Q.1077 (1-5/16) MM ~T 11~X ~oNr ~j ~ .
CATCH BASINS, RE-ROUTED SEWER, i8 0.2913 OINi AriNNgq. LEBAEaEL1 eNeElt DURARON aF T~eN~f ~ ~ Mf1f' 111 f? SFY+OMID JtiWE. a, •5
AND DRAINAGE WP£S. - 11 1.38 4.85 9'.00 0.0279 (3/8) ' 1~~11 SEEDING DATES TE~CE
+o~la ro saL , M r>~r +a ~ p1N1,. ~ ,rou?~Ares - ~c rr; re: 1s ~ ~ as ~ ~ ~p?':.
9. TEMPORARY SEED CUT AND FILL 18 0.1857 (2-1/t) !1~ ~ Fl: ~ - WM r A1+0 Nq w~ ~ ~M +4 tt-~A•~1; sib, sal X11 i~M` lei ,~oN9 1~ti~t
SLOPES. 12 1.31 4.60 9.00 0.0251 (5/16) ~Ilpts' - MK t - IiIK t ~ 0 ~ MIL d to 1~ «1Dw ~ti ~ A' QP DaM1>wt PUrr1 •1lC. 1 - NR. 16 2~=3~1 s AB Ir~b. ~ A~1 r~+ sly ARC e~Y:
18 0.1793 (2-3/16) RBfR 10 APP@I@q~ B.tYt Ne 111011011 AND ANT OJNrMEGI PI;AMNlP, A1e4 $L11GN FOR
10. COMPETE THE FINAL GRADING OF THE SOIL AI~~NTS
SITE. 1. RLL ER09K~1'fMO S ~ONTR4L DRAINRGE PIPE Pq,i4t liOA. ~ dR MNLY 2,Q191N ~INIA19 ApAIGUI.tUML uN~pNl ANO
11. PERMANENTLY VEGETATE AND MULCH PRACT~~ NAtr,L BE~~H~ FOR 7.4 WCHES/24 HOUR FLOW USED IN CALCULATIONS. k~N1~[ ~-1-10 tit
ALL REMAINING OPEN AREAS. $T/c~,}~Y AiNp QpERA 1 fOLLOW(NG SEE CATCH BASIN CALCULATIONS FOR COEFFICIENTS. ~ N ULC
12. INSPECT ANO MAINTAIN EROSlQN ~Ry Rt3~f $ff pRf(;MtG RAINF~I,L
CONTROL MEASURES ON A DAiIY g~}'~ {N pp C~ LE'~ Tt{~1 ONCE PIPE DRAINAGE Q10 PIPE APPLY A,6fD t,~illl[ fpMM. MICP101t IR' Lld(dlli~:11,11iM1Y.T, NErTRrG, OR A MU~1F1 MIpgRINf, 10~. A Q1N( MIN MAOl~ ~i NWr,Y 1#IIMOF~ N011 !R'!I~ AE A M111AtN ANCFIOWNC TOOL
BASIS. MAKE REPAIRS IMMEDIATELY. CRY M~EEIC. MiY REPNRS N0. AREA CFS SIZE D
CLEAN SEDIMENT BASIN AT LEAST WILL 8E MADE IAIME9K1ElY TO A 3.58 23.92 36" 0.75 MAINT NAN E CE
ONCE A WEEK, OR AFTER EACH MAMOTAIN +RLI.. PRACTICES AS RSF~1111112f i 001~M IS NOr /LILLY RE~E#p, R NND MIN.CH iMME01A]fLY FCLL0011G
HEAVY RAINfAL~ EVENT. p~~p B 3.16 21.11 30" 0.94 ERU/IOII 0R 4TA111 DMWIE.
13. AFTER SITE IS STABILIZED, REMOVE ALL 2. SEQUAEaT WILL ~ RED FROM C 2.09 13.96 24" 1.02
TEMPORARY MEASURES. SEDNAE~ii TRAPS AF#ER EACH HEAMY D 20.14 134.54 60" 1.00
14. PERMANENTLY VEGETATE ALL REMAIMING RAINf'ALt EyENT, OR ON{ A WEEKLY E 17.85 119.24 60" 0.95
DISTURBED AREAS THAT WERE BASIS. ARAVE~ l11LL (XEANED QR F 17.26 115.30 60" 0.94
COVERED BY TEMPORARY MEASURES. ~Ep~~p 1up~?EN TFi~ $E~tENT Pnp~ G 15.66 104.61 60" 0.88
NO LONGER DRAi!!S ,~f~RERLY. H 14.85 99.20 60" 0.84
3. SEDIMENT WILL R~1Q1i~ FROM I 6.38 42.62 48° 0.70
BEHIND THE $~i?MAEIi'f #~tCE WFi~i J 8.47 56.58 48" 0.84
IT BECOMES ABUT ~.5 FEET DEEP K 6.71 44.82 48" 0.73
AT THE FfNC~. THE ENT L 5.86 39.15 48" 0.67
FENCE WILL EE I~F~AS
t~CCESSARY 'f~ MAi A BAftR1ER. M 1.06 6.31 18" 1.00
4~ ~ RIP-RAP DISSIPATOR FERTILIZED. RED `I~C EGESSARY
ANA MULCF~.A~C TO SIZED FOR 10 YEAR STORM FLOW
SP~L'~iGATt~Mg !N WG p~pE PIPE OUTLET p10 V10 L W STONE SIZE a. t'»
SPEC~'1CAT10?Iti '!gyp A
V16EROUS, 0 V~~E COVER. N0. SIZE SLOPE CFS FPS FT Ff MED MAX THICl( r x
A 36" 109 23.92 17.92 30 15 12., 18„ 30"
0 60" 109 134.54 27.96 60 29 18° 27" 45" ~~'~~t, ;nlst~~ c ~
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B, ~q I~Z.1-?O Y I
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DATE: 1-21 -CO Sow o a" AW 'j+
P-0 BOX IN] NO,: o>MC P11V (828) 32r FAX (828) 321,031
Y N-C- 42860 l an rca H W J CA TA RIBA COUNTY, N.C
3-

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4RIFiCE TQ SL E EO STOR~YI ~ ORIFtCE TO SLQMq.Y 995:89 RELEASE STQRtW
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I I 1
I 1 1 1 1 I 988.04 ti'y I INV. 967.89 t
1 t / r ~i I i I i i
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DRAWN BY: MPROWO QY: (SID ~iG f:E3RP. 5"` NAME F~E9S FOODS, INC.
ATLANTIC P.. ,6 1691
DM. MD., i MA cRi~r e CREEK INVESTMENTS cc.~,c~
P N • Q E(~28t 1 FAX f6281 327-0931 e-nmil aE cor I atoWfconninaCOm HICKORY, CATAWBA CYO, NORTH CAROLINA

NUtwt$!WR DiRfCT1pN DISTANCE
EXISTING ~ L23 S 24'2 '51" 8 E 30.88
~~R tr ~ 'I L24 S 23':26'33" E 154.45'
A. - L25 S 23'26'33" E 3 ' 29 fi
3T A A ~ L26 S 28'09'46" E 400..24'
1?» 80 0 80 160 240 l \ C 8 ~ ~ L27 S 28'49'46" 114. ` E 97
- P ~kT /N~ OMP 1-~- " ~ ~+~4 l28 S 24'42'46" W 4 4 ' 54 . 7
N ~ ,sd / _ ~ 40 _ L29 N 65'44'28 W 141,39
> ~ _ L34 N 6T43'28" W 1 T
J 1 c a e 44 3 L31 N 67`0'30" W 290.67'
I TOP 970.98 - EXISTIN INV G ~ r ~ 948.98 6 ~ L32 N T ' "
8.2 DIA. f~P ~ ' ~ ~ TOP 951,85 C Ok 6 22 52 W 86.24
~ _ ~ 941.95 INV 946.90 1 I ~ - _ / ~ cp( ~ L33 N 6 ' ' p VER 8 05 37 W 100.fi2 Op 1 t ~ t
ji J r ~i, ~ / pF •4 W1TN L34 N fig 20 45 W 143.$2 ~ ~ SEW
I - ~ f ~ ER L35 N 14"58 52 W 56.66 ~ _ ~C( CAN
I ~ - ~ ` l' 2 ~ ~ 9~ F L39 N 49'53 32 E 168,29 ~N~ ~Mp _
1 r I -TOR 958.3 t T 95 L40 S 70 31 40 E 35.51 ?.g4 .r
t _ INV 943.81 ~ R-~~ - L41 N 09 53 32 E 153.83'
I s sQ _ _ ~ - _ _ l42 N 09'53'3?" E 335.43' W-
E NG IRE J 1 HYDRANT ~ ~ L43 N 09 53 31 E 95.92' ,
I - . ~ J TO 984 - L44 S 71 46 44 E 44978 TO 984.40 ~
9 _ ..i14V_ 79.30 _ _ 7~..~,
1 / !
I 1< , J a -ups--- PROPOSED CONSTRUCTION tiIAITS J I ~ 1
~ ~ I ~ ~
'~"~I--~ PROPOSED SILT FENCE J I J 1
I
s~ PROPOSED RIP-RAP DISSIPATOR ti 1 I I t
J I - - - - - PROPOSED SLOPE DRAIN ~ _ _
% I ~ I - ~ _
PROPOSED GRADE UNE I NICK 1
ORY , I PROPOSED DIVERSION sWALE METR i ~ ~
CON a ~ENTI 1 CN C l ------000' ~ ~ I - , ~ _
PROPOSED CATCH BASIN JUNCTION BOX ENTER I ~ ~
1 ~ ~ PROPOSED DRAINAGE PIPE J ~ 1
j I TOP 1007.9 1 INV 1002.32 TOP 1007.92 ~ _ _ . ~l i iNV 1002.32 ~ _ _ , )
- PROPOSED SANITARY SEWER I r , 1 ~ ~ ~
i ~ ~ 1 J ; iii- PROPOSED WATER UNE ~ ~
I I r` ' i
/ I EXISTING SANCfARY SEWER
- ! I C1-- EXIST{NG CATCH BASIN , 1 ~
/ i. _ _ _ - _ HICKORY-CpNOVER TOURIS I _
EXISTING DRAINAGE PIPE DEVELOP M / MENr AuTHORlTY ~ I I ~
- - - - - EXISTING WATER LINE I ~ I
/ J ~4 EXISTING TOPOGRAPHIC CONTOUR / ~ r AUNDPIA R. COULTER
~ 1 Ir , ~ PROPOSED CLEARING LIfd1T ~ ~ I J ~ 1 ~
I / I I . ` i
1 Tpp l I 1 ~ ; ~ ,
I ~N p ~ /
- ~ ~6 - _ rn 1 •1 3 ~I / po ~ i
~ ~ 8. - 93 - t i
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~ ~ ~ ~ 8.4 J
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CAMP 1 I T 10 . ANY ~ 26 83 RI(.LE I - _
!NV 1.010.33 _ -
i
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h- HI J CKORY-CONOVER T I W OURISM ~V
w DEVELOPMENT AUTHORfTY ~ ~ I ~
ti r i ~ I ar J ; _ _ (FOP 1023.$4 ~ ~ _
Z ~ INV 1011.59 e~ / ~ ~ _ -
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~ I ~TOF 1047.93 15TH AVENUE PLACE SE _
_ ~ . ~ p ~ INV 1029.73 - OR ~ - -
~ ~ ~ ~ ~ ~ ~ ~
36 ORq ~iR ~ M l ~T f X05 ~ ~ ~ / ~ ~ ~ 1 ~
~ 33 ER ~ / _ ~ ~ ~
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1 ~2 / N ~ ~ ~O~N NqO~ ~ ~ ~ N~ ~ ~
~ ~ o<- ~ / ~ ~ MA,gr ~ ~ , r . l~pQ ~ ~ FR / ~
I TOP 1058.44 o- ~ ~
INV 1 ~ ~ ~ 033.4 i / ~ ~
h'\,,,,~, ~ TOP 1061. ~ ~ / ~ / ~ - _
INV 1033.08 ~ / / ~ _ ~ \ / ~ ~
~~.7.34 ,A ~ ~ CR ES T T k OA L ~ z ~ y TiN skip ~ / / ~
w ~ , ~ Ya ~ ~ ~ ~ ~ R9N Hy LNG ~ ~ ~ 0~ FIR ~ . _
Z~ N D 4 T ~ ~ I ~ w I ~ ~ NT F ~ i i _ ~ ~ ~
I a { BEING ALL OF DEED 379-184, DEED 907-179, ~ I ` ` ~ ~3p ? ~ (,30 / _
~ - ~ DEED 1125-332, DEED 1210-795, AND THE RE- 1 ~ U ~ e, CU R
MAlNDER OF DEED 475-86, AS WELL AS LOT 1, U rg S /
PLAT 18-104 DESCRIBED IN DEED 1313-128 W ~ TES ~ - - ~ l ~ ~9 N q~
a~ US R I ~
~ S T 1 qR £R ~ ~ ~ I Charles N. Da1ji~ Jr.
TO PfN: 371''-1 - - - 7 _ _ ~ I ~ W 9 60 1530 DEED 4.5 8fi TAX ~IAP: 90H-6-23 I ~v N R i ~
I ~ I A ~'IN: 3712-19-60-1371 -DEED 1125-332 -TAX klAP: 90N-6-23A I ~ ~ ~ P.E. 2913
PIN: 3?12-19-fi0-5792 -DEED 379-180 1210-79 - T P ~ ~ 5 AX MA 168H-1-57 J
PIN. 3712-19-7G-0347 -DEED 907-179/1313-128 - TA ~ X MAP: 168H-1-58D
DRAWN gr; E6, MG, MC APPROVED BY: CHD REVISIONS: 12-28-99, 1-17-00, 1-21-00, 1-2E-00, 2-1-00, 2-9-00, 2-10-99 Atlantic a Engineering Corp. DATE: 12-13-99 PROD. NO P.O. BOX 1691 SW. . P sw. "ME PR0.KCT FRESH FOODS, I NG
HICKORY, N, C. 28603
PHONE [phone] INCA CRIPPLE CREEK /ti'V6ST_MENT,5 LLC
FAA( 828)327-0931 327-0931 e--mall at11a cony p atlplansconninc.com HICKORY, NORTH CAROL/NA

EXISTOIC ~Q~ SWKE 9 NllM9ER DIRECTtaN DISTANCE PIPE PIPE 0, l ww~ a
~ ~ 104 0 100 100 3tf0 L24 S 23'26'33" E 154.45'
~ 1. ? L25 S 23'26'33' E 239.76'
l26 S 28'09'46" E 400.24'
~ ~ ~ ~ ~ ~ .4C y 4 ~ y - ~ 1.27 S 28'09 46 E i t .97
- 128 S 24'42'as'" W 544.47'
• ` 70 L.FT. S' DIA PIPE EXTENSION 129 N 65'44'28" W 101.39' , L30 N 6T03 28 W i OD.3T
80 LFT. DISSIPATOR 80 ~ ~ k C l31 N 6T48'30" W 290.67` ~ w
~ TOP 951,85._ r U~~ EXISTING , Op N7i L32 N 6T22'S2" W 86.24' K
8.2' DIA. C1AP X41.85 ~ , _l OF H h S g gg~~gg~p ~ A<< TIN L33 N 68'05`37" W 100.62'
USE SAtr~ TYPE 1 f 1,34 N 69'20`45" W 103.82'
INLET GRATE AS N~ g Mp EXISTING CATCH BASM S?,g4 l35 N 70'58 S2 ' W 5fi.86' l39 N 09'53'32 E 169.29
USE SAME SIZE ~ - X40 S 70'31'40" E 35,91'
PIPE AS EXISTING` C 'TdP 990.0 1 .3 t.at N 09'S3'32' E 153.83'
_ L42 N (?9'33'32" E 335.43'
984:40 - 7~ 30 l43 N 09'53'31' E 93.92' ~4a S 71'46'44' E 449.78'
~ 12" -WATER 1NI ~ BUIGDI.tVG LOCA TIO,~S A;Vi ` OCA TIO,~S A;VD LAYOUT'
! t ~ ~ ~ PLUG/BLOW OFF ~ ARE PREZLUI.'V,9RY AC. ~ ~llN.gRY s ~
1 ~ - ~ B
_ ~ ~6 q qp ~ _ ~ g'
TOP 995.5 ` ~ h
~ F.H. NV 987.5 ~ irar o~ 8'

t` ~ HICKORY ~ : ~ ` , `
C M~RO t}. ~ . ~ ~ , ONVENtION
CENTER ~ ~ ~ r TYP. PARKtfliG DETA{L N.T.S.
~ I / TOP ~ ~ ~ 1
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i r •14 ~'lt t RIA R. OULTER
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TOP 99 ~ ~ 99 U 1
HICKORY- ~ ~ ~ , ~ ` ~ CONOVER TOURISM
DEVELOPMENT AUTHORITY ~ ~
~ ~ : ~ ~ ~ ~ 4 +
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_ _ . ~ _ , _ _ l38 ~ ~.v _ ~ ~
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ma toss ~ ",~r,; rN t Q33. ~ ~ ~ SECTl., ~
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LEGE'~D I
PROPOSED (pNSTgU(,'TION LINTS
26.734 ACRES TOTAL..
PROPOSED SILT iENCE
ZONED C-4 .s a~ PROPOSED RIP-RAP DISSIPAIOR
oROVOSED ~O~ D~ BEM1G ALL Of OEEO 379-ta0, t~ED 9~1-119,
oEED tt2s- oam t~ta~, AND u~c RE- PROPOSED cw~DE LNIE MM1w9ER Of ~7~-d1. lei AEU AS I~+Ot ~ . 1 ~ --.,""",~~A v,~
Put ,9-ta oE3c~eEC N otEO 131-use
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sss PNOP09ED DRATNICE PIPE PIN: 3712-10-60-130 - 475-16 -TAX MAP: 90H-6-23
PN: 3912-19-60-171 - 112S+?~i -TAX MAP: ld~i-b-23A - - Q PaOPOSED sEwER PNt: 3711-19-60-5792 - QEEO 379%4N}f 1210716 -TAX MM: 16M1-1-57
fNt: 3712-19-70-0347 -GEED 907-49'!/1313*t9b -TAX MAP: 1QaF1-1-5ED .-~u PROPOSED IrATER LMIE yy i
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- - - - F>E+s1M6 NAiFIT LNIE , i
- FJ11ST1rG TOPOTiIIA~IC CONTOUR -
REVAW- ...WWED BY CHO P I GRADING ~_o,_„ : ~ z GRADING Auanae r4~. Engineering corp. SW. ww PFpW
DRW
DAM 6-1 oer~pr~ va, 7-12-00 P.O. BOX 1691
HICKORY, N.G 2WO PHASE Z CONMS-Tg~3CTIUN CRWlLE CREEK INVK4TMENTS, LLC
PHONE: (828) 327-M! FAX: [phone] e-mail aGplankronni Gplankronninc.com MIF7£NTIONPIDND

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dIMIM BY: EB APPROVED BYE CHD REVISIONS: PHASE I GRADING 06-07-00 : PHASE 2 GRADNG 06-07-00 Atlantic Plan Emidnecring Corp.
PATE: a- i -oo PROO. NO. "'"sc Z DETENTION 7-12-00 P.O. BOX 1691 olvaiNrnoN v%AmN. CWPLE CREEK INVE
DWG, HICKORY, N.C. 28603 PHASE -2 (DEAM
PHONE.- [phone] FAX .[phone] e-mai/atlplan#conn itlPlaniconninc.com
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QRAW DOWN C,hL, He S 4lS~S._t2 FOR 0}."sCii,.a~+s
~5 BARS t/4" PLATE 0 6" O.C. ELEVATION AREA HEADWATER FIOWRATE -CMl TOOLS FOR WtkDOWS USED TO CALCULATE THE ORIFICE FLOW
BOTH WAYS 99 .51 +{1752.78 1,51 13874.4 FOR THE t 2" PIPE AT 0. i'
12" DIP DRAIN WITH GATE VALVE 994.5 41723:10 1,5 13$42.0 HEADWATER tNTER'VALS. 994,4 41427,08 1:4 13129,2 -VOLUMES WITFIUV STORAGE ZONE
10' 994,3 41132.08 1.3 123110.4 BR4?KE1ri M1TO 0.1' tNTEitVALS.
g~ 99X.2 40838,12 1.2 11581.2 -FLOW RATES AVERAGED Ft1f2 EACH 9'94.1 40545.19 1.1 10120.8 0.1' DEPTH A APP TO
ALL JOINTS TO BE WELDED METAL COATED TO RES45T 994,0 4(1243.29 t.0 9788,4 ND L~E1 VOLUMES TO FIND AN ESTiM+4Tf0
2'-6' CORROSION Ai TER FA9RICATCON 12" PVC 493.9 39943.42 0.9 8755.2 TIME FOR DRAW FOR EACH
OR~'ICE TO SLOWLY RELEASE STORMWATER 993.8 39472.59 O.8 7581.6 O,t' INT!'fRVAI. ESTi1~lATES THEM 993.7 39343.79 0.7 8188.4 ADDED TO FIND TOTAL T1ME FOR
993,E 39096.03 0.6 4377,6 DRAW.
5' 9i~3,S 3.31 0.5 2442.4 ,993.4 38523.62 0.4 i T82.0
T-6' 2'-6' S' 993.3 34238,98 0.3 1036.8
t /4" PUTS IP93.2 37'955.37 0.2 444.4 993.1 376?2.79 0.1 11.1.6
- 1 993.0 373a1.2s o.o o,o
i
12' DEF~{Fi RANGE VOLL DEPTH RANGE FLON~iAT~ AVERAtiE
2'-6' 1.5 - 1.51 417,38 1.5 - 1.51 1' S®;2
6' I 1,4 - t:5 4:152.51 1.4 - i.5 13485.6 t,3 - i.4 4127,96 1,3 - 1.4 1Z7S4.8
10' ~ I 1.2 - 1,3 4098.51 1.2 - 1.3 11:980.$
PRE CAST 6 { x INSIDE , 1.t - t.2 4049.17 1,1 - t,2 11151.0
1.0 - 1.1 4039.92 1.0 - t. t 10254.2 0:9 - 1.0 4410.79 0.9 - i .0 9271.8
9'-6' I 0.8-0.9 3941.75 0.8-0.9 81.4
I I 0.7 - 0.8 39512,82 0.7 - 0.8 6845.0 0.8 - 0.7 3923.99 0.6 - 0, 7 5283.0
1 I O.S-0.6 3895.27 O.S-0.6 3510.0
1 0.4 - 0.5 3$66.65 0.4 - 0.5 2212.2 0,3 - 0.4 3638.13 0..3 - 0,4 1409,4
I I O.2 - 0.3 3809.72 0.2 - 4,3 750,6
I L------^----------J t 0.1 - 0.2 3781.41 0.1 - 0.2 288.0 O.0 - 0.1 3753.20 0.0 - 0.1 55.8
N.T.S. N.T.S. DEPTH RANGE VOLUME FLOWRATE ESTIMATED TtMf
B' 1.5 - 1.51 417,38 t3454. 0.03
1.4 - t.5 4157:51 13485.6 0.31
1.3 - t .4 4137,96 12754.8 0.32 1.2 - 1.3 4098.51 11980.8 0.34
1,1 - 1.2 4459.17 11151.0 0.36
1.0 - 1.1 4439.92 14254.2 0.39
0.9 - 1.0 4010.79 927.1.8 0.43 0.8 - 0.9 3981.75 8168.4 0.49
0.7 - 0:8 3952.82 6885,0 0.57
0.6 - 0.7 3923,99. 5263.0 0.74 0.5 - D.6 395.2? 351,0.0 1,11
N.T.S. 0.4 - 0.5 3866.65 22122 1.75
0.3 - 0.4 3838.13 1409.4 2.72 0.2 - 0.3 3809.72 750.6 5.08
0.1 - 0.2 3781.41 288,0 13.13
0.0 - 0.1 3753.20 55.8 67.26
TOTAL TIME FOR ~2AWDOWN 95.03 Mlflklp'6 OR/61i DOWN TO BE BETWEEN
46-17(1 HOURS.
i 4
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TRASH RACK (SEE DETAiI) EXTENDED VALVE STEM
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STORY Mf11TER
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J~ ~ RUNOFF VOLUME
994.51 ,1
1.51' ~ BARS • 6' O.C. 993.00
993.00 T~ WAYS
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LOW POINT FOR FLOW INTO POND i i
SfE PUN VIEW i ~ i 99J.00 8~ i ~ t0~1
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DETENTION BA`, 5' ~ roN eASIN DETENTION POOL i
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DE'IENTiON DETi.S (DK~Af 1C~R ~ Cr ~VE N7S LLCI
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~ PROPOSED SLOPE DRAIN
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GR; M ; P P S Iv R I N swA~ ETR~ I ~ ~ RO U_ED D E SO ~E (,~N~~~r,~ ~j V ~ __-~O~U ~
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l~ P 1007.92 ae a s s PROPOSED DRAINAGE PIPE I i ~ I V 1002.32 1007.92 ~ I t~ ~ i J
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_ _ _ _ Ex!STING TOPOGRAPHIC CONTOUR ~ ~qh ~ ~ \ ~ ~ ~ i
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1 I DEED 1125-332, DEED 1210-795, AND THE RE- t ~ ~ AI ~
MAINDER OF DEED 475-86, AS WELL AS SOT W o
PLAT 18-104 DESCRIBED IN DEED ! 3 t 3- t 28 ~ ~ ~ ~ US R l •
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J ~ q PIN' 3712-t9-60-5792 -DEED 379-180%1210-795 -TAX MAP; 168H-1-57 0 ~ +e~'-, '
PIN 3712- t 9-70-0347 -DEED 907-179/ 1313-128 - TA.X MAP: 188FI-1-58D ~ - \ ~ DLILAid X13 uh'wf UALI T
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REMSIOPIS: 12-28-99. 1-17-00, 1-21-00, 1-28-00, 2-1-00, 2-9-00, 2-10-99 SHT. "E S14T. NO.
DRAWN En EB NC APPROVED BY: CMO t 11G, an C EuoneMng Corp.
RATE. 12-13-99 PR NO. P.O. BOA '1691 CLEARING AND GRiJiIING PO"CT FRESH FOODS, INC.
QWG. NO HICKORY, NC . c. 2WW DKA CRIPPLE CREEK INVEST.'N£NTS, LLC
PHONE.- [phone] FAX.- [phone] email st nnij !4danMonninccom HICKORY, NORTH CAROL /NA
boQ 99/ya,5

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w SWALE . ~;x, L24 S 23'26 33 154.4 ~
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EXISTWr - ` INV 948.9$~~ ~ ~ ~ - T g6 ~ 8.2' DIA CMP ~ ~ OP 85 ~ Ok ~ ~ f L33 N 68'05'37 W 1 ~ A;:~,
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k ~ NV EXISTING CATCH BASIN ~ ~ ~ ; ~ 9~ ~ g5 3~ 5 ? 1 ~ n~ 4 L4 N 09'53 32 E 153.83
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DRAWN BY ER, MC, uC APPROVED 8',, -HG REVOM 12-28-99, 1-17-00, 1-21-00, 1-28-00, 2-1-00, 2-9-00 antic Engineering o S14T. N4MEGRADU-Y-G- MAN
DATE 12-1 -~9 - PRa no. P.O. BOA' 1691
DWG "o_. Dwc; HICKORY; NC, 29603 FATMSIR f%WDS9 a ~'K INC,
PHONE [phone] FAX:[phone] e mall ar ~n~
1p onn OJuy*=ninc.corn HICKORY, NORTH CAROLINA
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L~ \ a.,a~~ L25 S 23'26 33 E 239.. ~ , ~
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OR ~ ? C 80 0 80 160 - 240 SF TA 18" Mp ~"tE TO BALANCE.
Fkr ~ \ . INV C,yp S4 l28 S 24'42`4$" ~ ~ 544.+ so t
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~ar~Q _ ~ ~ XI TiN - - NV 948.98 N ES G ~ ~A L32 N 6T ` ' " ~ ~ ` , a 22 52 w ; ox
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AM ~ ~ T USES E SIZE I ~ ` INV 9 _ ~2. ~ ,;z~ 4 L41 N 09'53 32 E 15,x, °
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FILTER _ HA ~ 4 , ' 0~ ~ ~ Q E' s~ PROPOSED RIP-RAP DISSIPATOR ~ ; I ~ TOP 995.5 ~ ~
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1, ,~Q - PROPOSED GRADE LINE ~ ~ ~lR ~ I ~ _
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} ~ INV 1002.3.. ~'C~ - - - PROPOSED SANITARY SEWER i ~ i 1002.3 PIPE 8Y INTERSTATE EXTEND 8 [XIk ' r-`
~ ~ I i CONSTRUCTION ~ ~ LIMEYS ~
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DRMMN BY APPROVED Br CHD 12"28-49, 1-17-00, 1-71-00. I-26-00, 2-1-00, 2-9-00 EB. MG MC Corp. SHf. NAME
DATU +2-13-99 PROD No. P.O. BOX 1691
FRESH FOOVS~ U*_ C_
DWG- NO, DWG HICKORY, N. C. 28603 • EAIDMnV.XSION tro(L)NTROL PLAN y
PHONE [phone] FAX[phone] e-mail at1PAmeconnir 1 Hurt 111111C.COf17 P HICKORY, NORTH CAROLINA .
4 :-'Vi'i 4'•' u.

T MP RARY IN R M ATI P y uj. E 0 SEED G ECOM END ONS ERMANENT SEEDING N0. 1 P FOR .STEEP SLOPES OR
NARRATIVE EROSION CONTROL PRACTICES EROSION CONTROL CALCULATIONS F P OR FALL OOR SOILS, LOW MAINTENANCE
PROJECT DESCRIPTION: PRE-CONSTRUCTION RUN-OFF SEEDING MIXTURE SEEDING M1XTURE
?HE Fi iRPOSE OF THIS PROJECT IS TO 1 . SEDIMENT BASIN WITH RISER BOX 10 YEAR STORM FLOW USED. SFA:CN:S RATE (1B/ACAE) SPECIES RATE (LB/ACRE)
~ON;TPUCT BUILDING AREAS FOR CONSTRUCTEC AT LOW POINT TO ~.M.A.D.A. 6.26 FOR WINDOWS RYE (CRAMI) 120 TALL FESCUE 100 LESPEDELe 3D ~i+~:'~
CJMMERCIA~ SITES. APPROXIMATELY 26.49 FILTER RUN OFF FROM DISTURBED 31.12 ACRE DRAINAGE AREAS. KOBE LESPEpEZA 10 SEEDING DATES
ACkES WILL BE DISTURBED DURING 6.26 INCH/24 HR INTENSITY (8 minute T.O.C.) MOIN+ItARfS - AuG. is -Dec. is SE LNG N T 5
~~,~,iR~,~Ti~N 2. DNERSION SWALES TO DIVERT RUN Q~0 = 35.59 CFS ED 0 E , COASTAL PLAM MID PIEONONT -AUG. 15 -DEC. 3O
OFF TO SEDIMENT TRAPS. i. NI EASTERN PIEDMONT ADD 25 LB/ACRE PENSAC,OU BAHMGRASS OR 10 LB/ACRE COM110N BERMUQAGAAS5. USE COMMON B[RYIFDA~kSS ONLY WHERE R t5 UNLIKELY TO BECOME A PEST.
;ATE GESCR~PTION: 3. TEMPORARY SLOPE DRAINS TV TAKE ROCK CHECK DAM SOIL AMENDMENTS 2. AVER AUC. 1E ~ ~ sE~ sEEO. ,
?yE 5'?E IS SITUATED ALONG AN EXISTING RUNOFF DOWN THE FACE OF THE SIZED FOR 10 YEAR STORM FLOW FOLLOW SON. ieSTS QR APPLY 2,000 LB/ACRE GROlk10 AGRICU.TURAL UMeSTONE AND 1,000 LB/ACRE 3. WHERE A PEAT 11PPEAWIt~E LS DESIRED, OMIT SERlCF,A Mq SUBSTITUTE 40 LB/ACRE BAH4IGRASS OR 15
~MAi~ vcLLE'r. THERE ARE EXISTING SLOPES TO PREVENT EROSION ON DRAINAGE Q10 WEIR DEPTH OF FLOW t0-10-t0 RRTNJ2ER. LB/ACRE BEIGAtK~hORAS5. 4. Tp CXTETD SPRMG SEEDIlIG DATES INTO JUNE, ADD 15 tB/ACRE HULLED BERMUOACRASS. HOWEVER, IT tS
THE FACE OF THE SLOPES. ;T~JCi~KES TO BE REMOVED. SLOPES ON AREA CFS LENGTH FT (IN) PREfERAlOE TO SEED TEMPORARY COVE11 MID SEED FESCUE NI 3EPT MULCN
APPLY 4.000 L0/AgPE STRAW. ANGNOR STRAW Br TACKING wml A~HALT, NETTING, OR A MtA,CH ANCHLKtNIF NUR P N T
r'-~~ ;TE RANGE FRnM 3% TO 50~ THERE 3. CONSTRUCTION ENTRANCE/EXIT Z6J4 35.59 25' 0.58 (6-31/32) SE LA S TOOT. A DISK WITH BlADeS SET NFjIALY STRAIGHT CAN 8E USE6 AS A MARCH AtICHURiNG TOOT,
` N, ~V'DENCE OF EROSION AT ?HIS TIME. PLACED AT ACCESS TO PROJECT. VEHICLE TIRES TO BE CLEANED OFF BETWEEN MAr 1 AND AUG. i5 ADO f0 lB/ACRE GERMAN I~NILET OR 15 LB/ACRE SUDA?IGRASS. PRglt TO fMY
AT THIS LOCATION DURING WET SEDIMENT BASIN MAI T NAN i OR AFTER AAiG. i5, ADD 40 Le/ACRE RYE (oImAIN) N E CE
?.C_~ACEN` PROPERTY": SIZED FOR 1806 CU.FT. DRAINAGE AREA REPAIR AND REFr~A(lLRE OAWtGEO AREAS NrM1~MTELY. iOPORESS WfTH 50 L8/ACRE OF NRROOEN NI MARCH. S IN AT EED G D ES
SAND USE IN TNf VICINITY !S WEATHEP.. BEFORE EXITING THE SITE. ~ r rr Is NECEBSAlTY ro EXTElD laiIPORARY C1IrER BEYtkID JtgIE 1 s, ouERaEEa wrrH so u/ACRE XIS {pIEOAiDNT AND COASTAL PLAIN) OR KOREMi (YOUNTANIS) LESPEDEIA MI UTE FEBRUAPy OR EARN MARCH. BED POSSIBLE
~OMMERCiAL TO THE EAST, WES?, AND 4. SILTATION FENCE TO BE INSTALLED AS TO BE CLEANED OUT AFTER EACH HEAVY RAINFALL EVENT. FALL . AUG. 25 -SEPT. i5 AUG. 20 -OCT. 25
~:~U?H N?ERSTATE 40 TG ?HE NORTH. SHOWN ON PLANS, OR IF TEMPORARY' BASW 70 BE RETAINED AFTER CONSTRUCTION AS LA1f WHITER : FEB. is - MYt. 21 FEB. t -APR, is fkl 5 BEST fOR TAIL FEBCAIE AND LATE WMgER fOR IESPEDEZAS. DNER9EEDING 8F K09E LESPEOElA OVNI
rr, SILTATION OCCURS BEYOND THE DETENTION BASIN. DIMENSIONS ARE APPROXIMATELY THE EE'E ,S APPROXIMATELY 256 ACRES OF ~ D1MfN510N5 OF THE BASIN. TALI-SEEDED TALL FESCUE ~i VERY FFFECTNE. USE UNNIJLLEO !lrERMLIDNiItAgS 5EED iN FALL
OFD SITE DRAWAGE FLOWS THROUGH THE DIVERSIONS ANU TRAPS, A., i. SOIL AMENDMENTS
I OWEP, u~GRT!ON OF THE SITE. 5. RIAVEI ENLET PROTECTION ERINGS WILL TEMPORARY SEEDING RECOMMENDATIO;tiS APPLY LIME AID FI;RTW2ER ACCORDMIG TO SON. TESTS OR APPLY +1,000 LB/ACRE CROINA A(;ItICUL1LIRAIL
BASIN DRAIN REO'D USE PROPOSED RISER OUTLET FOR SUMMER LNiESiONE AID t,000 U!/ACRE t0-18-t0 iERTN.I2ER.
.,,,;i_S. BE INSTALLED AROUND CATCN N0. AREA VOL. DETENTION BOX PIPE
';~~IL IS UNIFIED TEXTURAL CLASSIFICATION BASINS TO LIMIT THE AMOUNT OF A 31.12 56.016 56,157.78 CUFT 7x5 72° M H SEEDING MIXTURE ULC l
SP6ClS RATE (LOJACRE} APPLY 4.000 - 6,000 lB/ACRE CANRI STRAW, OR EouNaLENT COV~t OF ANOTlAR SApTABIF MIaCwNc
M, SM-SC AND IN HYDROLOGY GRGUP B. SEDIMENT ENTERING THE STORM O~yp 4o MATERYIL. ANCFN)R MULCN 0Y TACI(ING WiTH ASPFMLT, ROVWG. OR NETTNIG. NEITNI6 IS THE PREFERR€D AMCMtORNIC METHOD ON STEED SLOPES.
'NE SOIL ERODIBILITY FACTOR IS 0.24 AND DRAINAGE SYSTEM. CATCH BASIN N1 iNE PIEDYIOtIT A!D MOAINTAINS, A SAIAII-5TI101ED 9l10MIBRA~ MAV BE StJ631TiUlt7> AT A RAZE OF 60
Si1C!liL.u NP.VE A MODERATE EROSION RATE. 6 CUT SLOPES TO BE LIGHTLY 7.03 INCHES/24 HOUR FLOW USED IN RATIONAL FORMULA MAINT NAN ` E CE
NO ~iGNIFtCgNT EROSION IS ANTICIPATED ROUGHENED Br DISKING JUST PRIOR DEPTH OF FLOW: TO VEGETATING. THE SURFACE 4 TO REfERTNJ2E IN TFIE SECOND YEAR UNLESS GROMRH IS FW,I,Y AOEOUATE. AMY 8f MOWED ONCE OR TWiCE A SEEDING DATES
iv11~ TAE NEW CONSTRUCTION. c INCHES OF FILL SLOPES TO BE ORIFICE _ ~Q/ 6402A)~2 WIER= 1.5 3~367L YEAR, BUT MOWMIG IS NOT NECESSARY. RESEED, PERTtu2E, ANO MNILCH DAMAGED AREAS IWEpUTEIY.
AgUNTAINS -MAY f S -AUG. 15 PIEDMONT -MAT 1 - A?IG. t5 REFER TO APPENDNC 6,02 IN EROSION AID SEDIMENT CONTROL. PLMNRNG AND DESIGN MANAIAL FOR BOTANICN.
C~NSiF.UCTION SCHEDULE LEF-f IN A LOOSE CONDITION AND COASTAL PLARI -APR. tS - RUC. 1S
- GROOVED ON THE CONTOUR CB DRAIN DESIGN OPEN AREA DEPTH OF FLOW
ogrAlN EROSION CONTROL PLAN 7 SLOPE STABILIZATION BY VEGETATION N0. AREA CFS WIER LENGTH FT (IM I AM NT SO L ENOME S
APPROVAL AND MULCH AS NOTED IN THE 1 OA2 1.48 6.00 0.0058 (1/16) F OW RECOM Y P ou MENDAI'kINS of sG~ TEIT9 oR AAiI. 2,000 LQ~ADAE AI~ICULnIRx AJiatTONE MID ERMANENT SEEDING N0. 3P FOR .GENTLE SLOPES, Tso ~/ACID to-lo-lo FERTILIZER. SOILS WITH AV
SEEDING SPECIFICATIONS. (~-5/16) ~'_aG WORK UM!T5. 12 0.1103 ERAGE OR BETTER- MOISTURE RETENTION,
+~~:D FRE-CONSTRUCTION 8 DUST CONTROL WILL BE 2 p_7~ Z.5p 6.00 0.0167 (7/32) R I MULCH GOOLE S TES, HIGH MAINTENANCE
APPLY 4,000 l8/ACID S1RNM. ANCHOR STRAMi BY TACIOIIG WRH ASPIY~LT, KITING, OR A MULCH ANCHOPoNC
',ONFtRENCE AT LEAST ONE WEEK ACCOMPLISHED BY SPRINKLING IF 12 0.1564 1-7 81 TOOL A asK WITH BARGES SET tN'ARIr StRA1cNt avI BE USED AS A MULCN ANCHORING Tool SEEDING M i X T U R E
~'~'iC;!? ?C `TARTING CONSTRUCTION EXCESSIVE DUST IS GENERATED. ~ ~ SPECN:S RATE (LS/AI`,RE)
a W~?A~I_ TEMPORARY GRAVEL a~~ DISTURBED AREAS PERMANENTLY 3 Z70 9.49 9.00 0.1068 (i-5/16) MAINTENANCE BLEND OF iMID TURF-TYPE TALL
~N~TRUC?ION ENTRANCE/EXIT. ~EED'tD WHEN FINISHED GRADE IS 18 0.2905 (3-1/2) REACHED. 4 224 7.87 12.00 0.0413 (2-9 16 REfERTILI2E N' GROWTH IS NOT fANLY A#1EOlMTE. REfERMIIE AND MULCH IMMEDUTELY FOLLOWING FESCUE (stox) AND TWO OR EROSION Olf OTiIER DAMAGE. MORE IMPROVED KENTUCKY
N~TA~t_ SILTATION FENCE ALGN, 10. TEMPORARY MEASURES TO BE / ) BLUEORA55 WJlII'11E5 (10x) 200 - 2s0
B07H ~IpES OF THE SMALL STREA~A. INSPECTED DAILY AND MAINTAINED S L.22 7.80 12 00 0.0406 (1/2) 16) IN AT SEED G D ES r~
!NS?!>LL MAIN DRAINAGE PIPE ANL
J~;NCTrJN BOXES, UNTIL SITE IS STABILIZED. SEDIMENT y4 0.2104 (2-1/ ~ Roartl~ FAU : AUG. m - SEP1. a ~ + . ~
BASIN TO 8E CLEANED OUT AFTER !NSiALL SEDIMENT BASIN AND 6 0.81 2.85 12.U0 0.0054 (1/16) u,~e >t , ,:4
D~'.'ERSIONS BEFORE FIRST EACH HEAVY RAINFAtI EVENT, OR TEMPORARY SEEDING RECOMt~EN0ATi0NS Tv~ A~,D ~ : ANO ALTERNAINE tS 1tiEl ~ 30 t~ ll t~? . ~6, F~'~A 1 y,
r CONSTRUCTION ACT4VITY BEGINS. ~ A Y ~A~!~' 24 0.1075 (1-5/16) FOR LATE WINTER AND EARLY SPRING PERMANENT ~x~ ENq.Y EAU. ~ ,,3.~, 4,
1 t. PfR1.UWENT ION CONTROL TO BE 4.02 t 4 1 3 9.OG 0X368 (2-7/8) 7. BEGIN CLEARING CONSTRUCTION AREA, ED ITH PROPER '8 0.3788 (4-9/16)
SOIL AM NQM NT E E S SEEDING ~t#XTURE
BURN OR REMOVE STUMPS IN ,ETATiON, CATCH BASINS, AND 8 3.59 i 2.62 9.00 0.1889 (2-5/16; ARKY tM AND RR'RImR AtD6~ l~ ~ ~ ELM rA~O~ A010GR1~IgN, , SPECIES Id11E (Wlyda) , 111aS10llE AID ip00 lJ/ACIa 11-N?tIR
ACCORDANCE WfTW LOCAL/STATE DRAINAGE PIPES. 1d 0.3513 (4-1/4)
CODES. REMOVE EXISTING ARINML 11BPE0[7A Kooc w PIEpIgNT Ma MULCH t
a.22 14.83 9.00 0.2609 (3-1 /8j `,rRUGTURES 9 caElnll PIABi, APPLY 4 .leo W~ swu aNw avw oR ~Iwt~T co+a a , .~A~~,
8. RGU,H GRADE SITE, MAINTAIN BERM 78 0.3912 (4-11/16) YORtNM M M1lMTAMi) 00 MA+pI 0Y 1ACIOIIO WIIN AaMNIT, QR M COIriBNi 1NIb A WICK ANL1DMMi RDI. A all( ~ r ~ . 1MM 11A0ES SE?! NEARLY 9110NOIR 'W1 K 11~D AZ~ A IWpt ANG1MIq 11000. ~
AT TOP OF SLOPES DAILY. INSTALL 10 2.71 9.53 9.00 0.1077 (t-5/16) OiMT AIMIML l,E'SPFOElA WHEN OAAUTtON dF TEMPORARY COVER IS NOT 10 E11faA BEYOND Jllla. `S,',
rp,TCH BASINS, RE-ROUTED SEWER, 18 0.2913 MAiNTENANC + ~'~f F A E
AND DRAINAGE PIPES. i 1 1.38 4.85 9.00 0.0279 (3/8) E_DING D TES FERTNJZE AOGOpOMIG 10 9011 lE'iPS OR AP>1lY 40 L0/AC~ NR~BOpI 1N J1H, qt Fti$, 40 ACIa M S@t., ~ ~
9 TEMPORARY SEED CUT AND FILL 18 0.1857 (2-1/4) MOUNTNNS -ABOVE 2500 fi: q. 1S - MA1r I>b w . ~a~ 2000 R: i~. 1 -MAY 1 MD r0 WJIc11E NI NOt/., FROM A 12-4-0, 13-H, OR ~IiEM 1101E FENflU~ AtlOD FET1flJ$Jt r:-'
5~vPES !2 x,31 4.60 9.00 0.0251 (5/76) y:: APIUGITIOMS DARll1G WARM WGTFaR, AS TINS 9OM~1 I,OBlES 10 OIBIAOE. I1BMI in A Fi10iR Ot' P~10iR - 1 - ~ 1 2.5-3.6 NCtiES AS tIEEOED. RESEED. FERTILIZE. AND MULCH DAMADEit ARUS IABAisOMTEIY. " T"''
OOMltI P1M1 - GEC. 1 -APR. is r~x
MAINTENACNE PLAN 1g 0.1793 (2-3/16) 1 COMPLETE THE FINAL GRADING OF THE R9ER TO APPENDIX a.02 !N EROSION AND SEDIMENT CON1ROl PIANMING AAEt DESIGN i1ATNMk Fqt 001MMCN, t SOIL AMENDMENTS NANIiS .
FOLLOW ~ Of SON. TES15 OR APPLY 2.000 LB/ACRE GROUND AORlCUITUIMI UlaSTONE AID ~`~k+,;'
SITE aLL EROSION ANC SEDIMENT ~~~:~NTRO~ pRAINAGE PIPE no WAa1E to-to-tD FERT4J2ER
PEkMANENTLY VEGETATE AND MULCH PRACTICES WILL BE CHECKED FOR 7.4 WCHESj24 HOUR FLOW USED IN CALCULATIONS.
AFL REMAINING OPEN AREAS. ~TABIUTY AND OPERATION FGLLOWING SEE CATCH BASIN CALCULATIONS FOR COEFFICIENTS. MULCH
i~' WSPECT AND MAINTAW EROSION EVERY RUN OFF PRODUCING RAINFAI,~ APPLY 4,000 I,B/ACRE STNAMI. ANCIiOR 6A1AY1 BY TACKING WFM ABPNALT, gEITING, OR A MACH ANCHOIIBAP
C.ON?RCL MEASURES ON A DAiL1" BUT IN NO CASE LESS THAN ONCE PIPE DRAINAGE Q10 PIPE HW TOOL. A D191c MiFI BLADES SET NfAR1Y S1 IMOIR CAN BE USED AS A MANlCH ANCHORING 1001.
B,`.i'>. MAKE REPAIRS IMMEGiATELY EVERY WEEK. ANY NEEDED FEPAIRS N0. AREA CfS SIZE D ~ MAINTENANCE f
C'~_EaN SEDIMENT BASIN AT LEAS? WILL BE MADE IMMEDIATELY TO REFERTILIIE IF GROWTH a NOT FULLY AOEOIMit RESEED, REFERTiLIZE AiD MACH IMMEpAIEiY FOLLOWBIG
A 3.58 23.92 36" 0.75 ;Ira ;E A WEEK, OR AFTER EACH MAINTAIN ALL PRACTICES AS 8 3.16 21 1 1 30" 0.94 EROSION OR OTHER DAIAADE. ~ ~~4
~~En'v' RAINFALL EVENT. DESIGNED. C 2.09 13.96 24" 1.02 x~
A~ "ER SITE IS STABILIZED, REMOVE ALL ? SEDIMENT WILL BE REMOVED FP,OM . ~d~'°' : jn'~
?E:MPORARY' MEASURES. SEDIMENT TRAPS AFTER EACh HEAW D 20.74 134.54 60" 1.00
4 ~ F~%MANENTLr VEGETATE AlL REMAINING RA;NFALL EVENT, OR ON A w'EEKLY E 1 7.85 1 19.24 60" 0.95 ~;4` rr.
3',;
~'.'?~~RBED AREAS THAT WERE BA~a~_ GRAVEL WILL BE CLEPNED OR F 17.26 1?5.30 60" 0.94
`;ERE Bl' ?EMPORARY M~AS~!RES. P.EP'_ACED WHEN THE SEDIMENT POOL G 15.66 104.61 60" 0.88
NO L;?NGER DRAINS PROPERLY H 14.85 99.20 60" 0.84 d.
3. SEGIMFNT WILL B~ REMOVED FROM I 6.38 42 t2 48" 0.70 k
gEN!ND THE SEDIMENT FENCE WHEN ~ g,47 56.58 48"' 0.84
iT BECOMES ABOUT 0.5 FEET GFEP K 6.71 44.82 48" 0.73
AT TFiE FENCE. THE SEDIMEN' L 5.86 39. ? 5 48" 0.67 ~;kK' "<j
FEN.:. E W4LL BE REPAIRES AS M 1 06 6.31 18" 1 .00 .iYA1
NECGESSARY TO MfUNTA1N A BARRIER. AY .7
4 AFL SEEDED AREAS WILL BE ~ ~`~r ~µ~w.
FED?'~_~ZED. RESEEDED AS NEi;ESSARY RIP-RAP DISSIPATOR t ~':~j M
a,rvD M~iLCHED ACCORDING TO SIZED FOR 10 YEAR STORM FLOW f
SFEC~FiSATIONS W THE SEEDING
SPEJ~r~ATIONS ?0 MAINTAIN A PIPE PIPE OUTLET Q10 V~0 L W STONE SIZE ' . ~ S
V~GERO~_!S, DENSE VEGETATIVE COVER. N0. SIZE SLOPE CFS FPS FT FT MED MAX THICK f, S.3~ d~..,. ,qu
A 36" 109 23.92 1?.92 30 15 12° 18" 30°
D 60" 10~ 134.54 27.96 60 29 78" 27" 45° . " r ::i5`. fly af.`
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-IknWn B. _EB, 4C APPROVED 8~. C H D 11ENSKK+S. 2-09-00 BY:?~~~i.. ~.j.~ ~~O SW. MANE PRWMT
cnrr ~._;1_oo w'aHc. - AYiLII{% Plan Ea~°~~""a
P. ow No ~ O. BOX 1691 PHONE: (828)P~s'1S21 FA [phone] CIA&CUIAUONS FIMIOws FMI^ • ,u
HICKORY, NC 28603 e-mail atlplankronninc.crom HKKOR , CATAWBA COUNTY, N. C.
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iN A CONDiRON AS TO PREVENT POST p t is ~ G,~ B KING . s `,fi,, _
Id TRACKIN FR M TIR 5 Y ~ UD 0 0 E 6 caNsrRUCT1bN TRAffIC. . V L~C
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~ FILTER FA~IC p`_g° , ,'a ,
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BOTT0~1 Of FENCE AND +4~^ t r'`
FILTER FABRIC TO BE QtjR~D ~ EXCAVATED 8° t8" "~,;.-r~ a 7; 5" 5
- STN SI ATM 644 1- t - 3-1 2" OiA. TRENCH OE zE s s~ /2 ~ / i_u,b,
- Pq0 iS SO' TO 100' LENGTH OF 6 MIN DEPTH BY TPViW ;.o~;x
12' MiN. WtbTH POST TO BE DRIVEN - !F NECESSARY, DRESS WITH ADDITIONAL STONE AS 18" BELOW GRADE C,d
NEEDED. P 2-~4
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A 30' 15' 12° 18" FILTER FABRIC D 6D' 9' t8" 7" 45" ~ 6"
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OA Ca L ao 00 1 t~. ~ . 1.. YVlOTH LENGTH HEIGHT ATE ELEV. '
as 25~ FLOW ~ p oa op ~j - RIP-RAP 12
oa C vI' L' / * b • ~ -A 3' 3' 3' 996.Di? ~2,6r
° o as oa Z' SEDIMENT - _ _ _ _ _ _ _ _ _ _ ~ ` as - ~ aaooanoooa .+oooeoaooaaooo ~ :cacao noapooo CONTROL - y- . - 1 3' S' 954.50 9f9.',3E'I e
ST NE I~6 ~ FTR - ~ - _T_ T 0 it E ED '~GqT
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O,o ~ ~ P~ 2 F ~ t~ 2 ~ , FILTER FABRlC g g~ ~ ~ ~ _
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( --RIP-RAP t~ - 7 8' 6' 8.48' 103,0.54 102~;Q2
ca~a sro~E swat ~ no. s oe 5 a S 6 ~ .s
Ho. s7 ~ ~E PAIQ FOR AT 111E COI~bMC~t V ~ UMi1T PRICE PER TON °SE~3l1AENT CONTROL STONE ' ` s ~ '
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WIRE MESH SHAtI 8E HARDWARE CLOTH t 9 CA. MIN. AHD SHALL HAVE t/4 IN MESH OPENINGS. ELEVATION S CT 1o a' ~ r :w~
N.T.S. N.T. S CTI N ~M ~ ~ a' s 5 tor~:~G : a N.T.S.
12 4' S' 3' 1~.J0 1b~~ '
N.T.S. F tX15T OM 11.5 95.3.!3 941.43
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JB-3 4' S' 10' 943.95 953.4A .3 Jy
JB-4 6' 6' 8' $96.30 9!13.30. y'"
N.T.S. - , JB-5 a' S' a' 1044,50 IQ4t?.5fi r~.~~sti'"'
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V-563fi 37~iX37~i 1~ 36x30 38x38 43 x43 4 1 x$ 720 405 605 ~ ky.
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DRAWN BT'. MG, EB 4C APPROVED BY: p1D 2-9-00 AiM1-liC PLAN ENSME
oa*c o+-zi-oo Paa. NO. DETAIL SMIKET
QWG, NO- PROJECT: HICKOR Y CA TA WBA CO. NORTH CAROLINA
p~p~~Y~~ X 21 FAX (824!327-0931 e-mu/atiplanRia &lpkn*awninc.com
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12" CMP
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48" ANS. DIA. F ~~w MANHOLE
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Nl% M,o 10 9~ ~ 1 -4 VERT.
3,5 , 5 4'X5'X5.5' PRE-CAST 0~
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10" A A
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36 CMP INV. 953.48
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SC-!?81,J TOP 5T PROPOSED
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i N RA , . ~E E L NOTES.
1. ALL EXPOSED CONCRETE CORNERS TO 8E CHAMFERED 1". -
~~T li I ~MANHG~k _ .FPS ~ i 2. CLASS "B" CONCRETE TO BE USED. UNLESS OTHERWISE NOTED. ~ )
~ ~ 3. All MORTAR JOINTS ARE TO BE 1 4". /
4. ALL EXPOSED JOINTS ARE TO BE CONCAVE TOOLED.
i S. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE ,
FLOW i EX~STiNG BOTTOM SLAB.
i Tr; JB-1 ~ 8' CMF 6. JUMBO BRICK WELL 8E PERMITTED. CONCRETE BRfCK OR
I ~ FLOW ~ ~ PR~JPOSED 4" S I ON R ,K AY ~ OL D C C ETE BLOC, S f~ BE USED NV LIEN OF CLAY BRICK. 7. ALL J TI X V R " !N
8' CMP UNC ON BO ES 0 E 3 6 DEPTH SHALL BE PROVIDED WITH STEPS t'-4" ON CENTERS. -
' .'1 10, 8. JUNCTION BOX AT END OF EXISTING 8' CMP TO BE DESfGNED AND
PROP05ED ~ - ~ FLOW MANUFACTURED BY "TINDALL CONCRETE PRpDUCT INC." S,
8 CMP EXISTING ~ i 8' CMP ~ 70 JB 9. ALL JUNCTfCiN BOXES TO HAVE A MINIMUM OF 6° LEVEL COMPACTED
A ( j l SAND OR GRAVEL AS A BEARING SURFACE UNDER ENTIRE VAULT.
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DPAWN B. wG ES APPROVED ~ CHO Mveloms ATLANTIC tLAN ENGINEERING CAB wrc o,-n-w rno ra P.O. BOX 1691 •.attponrr,nc.cam
DETAIL S
QWG ?4Q., PROJECT. HICKORY PHONE ~~28) "-Jl FAX (82F327-0931 retail aUpkriftoni HICKORY, CATAWBA CO., NORMCAROLINA
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